{ "document_id": 12617, "filename": "251219-Stormwater-Report.pdf", "engine": "paddleocr_vl", "source_run_id": 12729, "generated_at": "2026-11-03T02:03:27+00:00", "page_count": 1476, "counts_by_type": { "caption": 1362, "figure": 856, "footer": 210, "footnote": 405, "form_field": 129, "header": 2709, "heading": 549, "list": 13, "list_item": 73, "table": 1373, "table_cell": 19389, "text": 1596, "title": 187 }, "timings": { "total_ms": 252363, "structure_ms": 128859, "text_layer_ms": 5532, "build_ms": 8878 }, "pages": [ { "document_id": 12617, "page": 1, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "figure": 2, "footer": 1, "form_field": 1, "header": 1, "heading": 1, "text": 2, "title": 1 }, "build_ms": 1, "items": [ { "id": "p1.1", "order": 1, "type": "figure", "bbox": { "l": 27.84, "t": 773.76, "r": 247.2, "b": 709.2 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image" }, "reading_order": 0 }, { "id": "p1.2", "order": 2, "type": "header", "bbox": { "l": 265.44, "t": 769.92, "r": 560.4, "b": 710.16 }, "text": "1969 Rutgers University Blvd, Suite 102\nLakewood NJ 08701\nPhone: 732.962.9720", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1.3", "order": 3, "type": "heading", "bbox": { "l": 140.4, "t": 526.08, "r": 483.12, "b": 499.92 }, "text": "Stormwater Management Report", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1.4", "order": 4, "type": "text", "bbox": { "l": 170.64, "t": 480.96, "r": 440.16, "b": 352.8 }, "text": "South Hope Chapel Rd. Subdivision\nJackson Township\nOcean County, New Jersey\nBlock 20701, Lots 12, 13 and 14\nAugust 4, 2025\nRevised December 19, 2025", "reading_order": 3 }, { "id": "p1.5", "order": 5, "type": "title", "bbox": { "l": 243.6, "t": 331.92, "r": 368.16, "b": 310.8 }, "text": "Project #23184", "level": 2, "reading_order": 4 }, { "id": "p1.6", "order": 6, "type": "figure", "bbox": { "l": 264.24, "t": 197.04, "r": 369.36, "b": 91.92 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Prepared by:" }, "reading_order": 5 }, { "id": "p1.7", "order": 7, "type": "text", "bbox": { "l": 367.2, "t": 133.68, "r": 469.68, "b": 89.76 }, "text": "Digitally signed by Yosef\nPortnoy\nDate: 2026.03.02\n15:51:42-05'00'", "reading_order": 6 }, { "id": "p1.8", "order": 8, "type": "footer", "bbox": { "l": 239.04, "t": 77.76, "r": 534.48, "b": 48.24 }, "text": "Prepared by: Yosef Portnoy, P.E., P.P., C.M.E., C.F.M. N.J.P.E. License # GE53583", "attrs": { "block_label": "footer" }, "children": [ { "id": "p1.8.1", "order": 9, "type": "form_field", "bbox": { "l": 266, "t": 199, "r": 472, "b": 91 }, "text": "", "attrs": { "field_kind": "signature", "label": "Prepared by: Yosef Portnoy, P.E., P.P., C.M.E., C.F.M. N.J.P.E. License # GE53583", "pdf_field_name": "Signature1", "source": "acroform", "label_source": "parent_text", "label_ref": "p1.8" }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 2, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 16, "counts_by_type": { "form_field": 13, "heading": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p2.1", "order": 1, "type": "heading", "bbox": { "l": 207.84, "t": 771.12, "r": 403.44, "b": 728.88 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p2.2", "order": 2, "type": "heading", "bbox": { "l": 51.6, "t": 695.04, "r": 190.56, "b": 677.52 }, "text": "Table of Contents", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p2.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 679.2, "r": 560.88, "b": 182.16 }, "text": "Introduction.....1\n ○ Existing Conditions .....1\n ○ Proposed Development .....1\n ○ Soils .....1\nStormwater Analysis .....2\n ○ Existing Hydrology .....2\n ○ Proposed Hydrology .....5\n ○ Storm Sewer Design .....9\nCompliance.....9\n ○ Water Quality .....9\n ○ Water Quantity .....10\n ○ Groundwater Recharge .....11\n ○ Green Infrastructure .....11\n ○ Groundwater Mounding Analysis .....13\n ○ Soil Erosion and Sediment Control .....14\n ○ New Jersey Pineland Commission Specific Requirements .....15\nCounty ROW Improvements .....20\nConclusion .....20\nAppendix A – Maps .....1\nAppendix B – Existing Conditions Analysis .....2\nAppendix C – Proposed Conditions Analysis .....3\nAppendix D – Failure Analysis .....4\nAppendix E – Water Quality Analysis .....5\nAppendix F – County ROW Improvements .....6\nAppendix G – Groundwater Mounding Analysis .....7\nAppendix H – Pipe System Calculations .....8\nAppendix I – Conduit Outlet Protection .....9\nAppendix J – Drainage Area Maps .....10", "attrs": { "block_label": "content" }, "children": [ { "id": "p2.3.1", "order": 4, "type": "form_field", "bbox": { "l": 49.68, "t": 661.45, "r": 61.68, "b": 649.45 }, "text": "", "attrs": { "field_kind": "radio", "label": "Existing Conditions .....1", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 23, "text_span": 1 }, "reading_order": 0 }, { "id": "p2.3.2", "order": 5, "type": "form_field", "bbox": { "l": 49.68, "t": 643.7, "r": 61.68, "b": 631.7 }, "text": "", "attrs": { "field_kind": "radio", "label": "Proposed Development .....1", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 56, "text_span": 1 }, "reading_order": 1 }, { "id": "p2.3.3", "order": 6, "type": "form_field", "bbox": { "l": 49.68, "t": 625.95, "r": 61.68, "b": 613.95 }, "text": "", "attrs": { "field_kind": "radio", "label": "Soils .....1", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 90, "text_span": 1 }, "reading_order": 2 }, { "id": "p2.3.4", "order": 7, "type": "form_field", "bbox": { "l": 49.68, "t": 590.44, "r": 61.68, "b": 578.44 }, "text": "", "attrs": { "field_kind": "radio", "label": "Existing Hydrology .....2", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 136, "text_span": 1 }, "reading_order": 3 }, { "id": "p2.3.5", "order": 8, "type": "form_field", "bbox": { "l": 49.68, "t": 572.69, "r": 61.68, "b": 560.69 }, "text": "", "attrs": { "field_kind": "radio", "label": "Proposed Hydrology .....5", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 168, "text_span": 1 }, "reading_order": 4 }, { "id": "p2.3.6", "order": 9, "type": "form_field", "bbox": { "l": 49.68, "t": 554.94, "r": 61.68, "b": 542.94 }, "text": "", "attrs": { "field_kind": "radio", "label": "Storm Sewer Design .....9", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 200, "text_span": 1 }, "reading_order": 5 }, { "id": "p2.3.7", "order": 10, "type": "form_field", "bbox": { "l": 49.68, "t": 519.44, "r": 61.68, "b": 507.44 }, "text": "", "attrs": { "field_kind": "radio", "label": "Water Quality .....9", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 249, "text_span": 1 }, "reading_order": 6 }, { "id": "p2.3.8", "order": 11, "type": "form_field", "bbox": { "l": 49.68, "t": 501.69, "r": 61.68, "b": 489.69 }, "text": "", "attrs": { "field_kind": "radio", "label": "Water Quantity .....10", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 276, "text_span": 1 }, "reading_order": 7 }, { "id": "p2.3.9", "order": 12, "type": "form_field", "bbox": { "l": 49.68, "t": 483.93, "r": 61.68, "b": 471.93 }, "text": "", "attrs": { "field_kind": "radio", "label": "Groundwater Recharge .....11", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 305, "text_span": 1 }, "reading_order": 8 }, { "id": "p2.3.10", "order": 13, "type": "form_field", "bbox": { "l": 49.68, "t": 466.18, "r": 61.68, "b": 454.18 }, "text": "", "attrs": { "field_kind": "radio", "label": "Green Infrastructure .....11", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 340, "text_span": 1 }, "reading_order": 9 }, { "id": "p2.3.11", "order": 14, "type": "form_field", "bbox": { "l": 49.68, "t": 448.43, "r": 61.68, "b": 436.43 }, "text": "", "attrs": { "field_kind": "radio", "label": "Groundwater Mounding Analysis .....13", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 375, "text_span": 1 }, "reading_order": 10 }, { "id": "p2.3.12", "order": 15, "type": "form_field", "bbox": { "l": 49.68, "t": 430.68, "r": 61.68, "b": 418.68 }, "text": "", "attrs": { "field_kind": "radio", "label": "Soil Erosion and Sediment Control .....14", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 419, "text_span": 1 }, "reading_order": 11 }, { "id": "p2.3.13", "order": 16, "type": "form_field", "bbox": { "l": 49.68, "t": 412.93, "r": 61.68, "b": 400.93 }, "text": "", "attrs": { "field_kind": "radio", "label": "New Jersey Pineland Commission Specific Requirements .....15", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p2.3", "text_offset": 467, "text_span": 1 }, "reading_order": 12 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 3, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "footer": 2, "heading": 5, "list": 1, "list_item": 3, "table": 2, "table_cell": 5, "text": 6, "title": 1 }, "build_ms": 4, "items": [ { "id": "p3.1", "order": 1, "type": "title", "bbox": { "l": 208.56, "t": 777.84, "r": 403.44, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p3.2", "order": 2, "type": "heading", "bbox": { "l": 52.56, "t": 696.48, "r": 148.56, "b": 680.4 }, "text": "Introduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p3.3", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 674.16, "r": 560.16, "b": 634.32 }, "text": "This report has been prepared in support of a proposed residential subdivision in Jackson Township, Ocean County, New Jersey. The report has been prepared in accordance with the requirements of the Stormwater Management Rules at N.J.A.C. 7:8, local ordinances, and current industry standards.", "reading_order": 2 }, { "id": "p3.4", "order": 4, "type": "heading", "bbox": { "l": 53.04, "t": 616.8, "r": 141.36, "b": 604.08 }, "text": "Project Location", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p3.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 605.52, "r": 342.48, "b": 550.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p3.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 59.639976, "t": 600.95688, "r": 120.183201, "b": 551.12138 }, "text": "Street:\nMunicipality:\nCounty:\nBlock/Lot:", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p3.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 153.839938, "t": 600.95688, "r": 300.729999, "b": 551.12138 }, "text": "South Hope Chapel Rd.\nJackson Township\nOcean\nBlock 20701, Lots 12, 13 & 14", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 }, { "id": "p3.6", "order": 8, "type": "heading", "bbox": { "l": 52.08, "t": 539.28, "r": 186.96, "b": 524.64 }, "text": "Existing Conditions", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p3.7", "order": 9, "type": "text", "bbox": { "l": 50.4, "t": 518.4, "r": 560.64, "b": 441.12 }, "text": "The site fronts South Hope Chapel Rd. The front half of the site contains 3 single family houses, driveways and accessory structures. The remainder of the site is wooded. The east portion of the site drains towards South Hope Chapel Rd. A portion of the South drains towards the neighboring property along the South property line. A small portion of the site drains towards the neighboring property along the East property line. The remainder of the site drains West to the wetlands located in the rear of the site.", "reading_order": 6 }, { "id": "p3.8", "order": 10, "type": "heading", "bbox": { "l": 51.36, "t": 419.04, "r": 213.12, "b": 403.44 }, "text": "Proposed Development", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p3.9", "order": 11, "type": "text", "bbox": { "l": 51.12, "t": 397.68, "r": 559.68, "b": 370.56 }, "text": "The applicant proposes to develop the site with a cul-de-sac and 11 lot subdivision. For details of the proposed design refer to the Preliminary and Final Major Subdivision plan.", "reading_order": 8 }, { "id": "p3.10", "order": 12, "type": "heading", "bbox": { "l": 51.6, "t": 361.44, "r": 89.04, "b": 347.28 }, "text": "Soils", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p3.11", "order": 13, "type": "text", "bbox": { "l": 50.4, "t": 340.8, "r": 559.92, "b": 326.4 }, "text": "Per the NRCS Web Soil Survey the project site and tributary drainage areas consist of the following soils:", "reading_order": 10 }, { "id": "p3.12", "order": 14, "type": "table", "bbox": { "l": 52.08, "t": 316.32, "r": 555.36, "b": 261.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p3.12.1", "order": 15, "type": "table_cell", "bbox": { "l": 64.559974, "t": 312.356995, "r": 111.069247, "b": 262.52149499999996 }, "text": "Map Unit\nAtsAO\nDocBO\nGamB", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p3.12.2", "order": 16, "type": "table_cell", "bbox": { "l": 126.836447, "t": 312.356995, "r": 459.006692, "b": 262.52149499999996 }, "text": "Name\nAtsion sand, 0 to 2 percent slopes, Northern Tidewater Area\nDowner loamy sand, 0 to 5 percent slopes, Northern Tidewater Area\nGalloway loamy sand, 0 to 5 percent slopes", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p3.12.3", "order": 17, "type": "table_cell", "bbox": { "l": 486.839805, "t": 312.356995, "r": 548.052419, "b": 262.52149499999996 }, "text": "HSG Rating\nA/D\nA\nA/D", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 } ], "reading_order": 11 }, { "id": "p3.13", "order": 18, "type": "text", "bbox": { "l": 50.4, "t": 248.88, "r": 523.44, "b": 223.92 }, "text": "A geotechnical investigation was performed by Colliers Engineering & Design. The results of the investigation can be found in the following reports", "reading_order": 12 }, { "id": "p3.14", "order": 19, "type": "list", "bbox": { "l": 68.4, "t": 224.15031, "r": 554.64, "b": 146.4 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p3.14.1", "order": 20, "type": "list_item", "bbox": { "l": 68.64, "t": 224.15031, "r": 551.52, "b": 185.76 }, "text": "Preliminary Infiltration Evaluation Report, Major Subdivision South Hope Chapel Road, Block 20701, Lots 12, 13 & 14, Jackson Township, Ocean County, New Jersey, dated December 21, 2023.", "reading_order": 0 }, { "id": "p3.14.2", "order": 21, "type": "list_item", "bbox": { "l": 68.4, "t": 185.51032599999996, "r": 554.64, "b": 146.4 }, "text": "Supplemental Infiltration Evaluation Report, Major Subdivision South Hope Chapel Road, Block 20701, Lots 12, 13 & 14, Jackson Township, Ocean County, New Jersey, dated February 14, 2025.", "reading_order": 1 } ], "reading_order": 13 }, { "id": "p3.15", "order": 22, "type": "text", "bbox": { "l": 50.16, "t": 133.92, "r": 551.76, "b": 108.24 }, "text": "A deep soil boring was performed by S & F PC to find the thickness of the saturated zone. The results of the investigation can be found in the following report", "reading_order": 14 }, { "id": "p3.16", "order": 23, "type": "list_item", "bbox": { "l": 68.64, "t": 108.83035600000005, "r": 558, "b": 81.6 }, "text": "Deep Boring Report, Proposed Development, 198-210 S Hope Chapel Road (Block 20701; Lots 12, 13, & 14), Jackson, New Jersey 08527, dated September 24, 2025", "marker": "-", "reading_order": 15 }, { "id": "p3.17", "order": 24, "type": "footer", "bbox": { "l": 56.4, "t": 43.68, "r": 157.92, "b": 21.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 16 }, { "id": "p3.18", "order": 25, "type": "footer", "bbox": { "l": 511.44, "t": 39.12, "r": 556.8, "b": 26.88 }, "text": "1|Page", "attrs": { "block_label": "number" }, "reading_order": 17 } ] }, { "document_id": 12617, "page": 4, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 29, "counts_by_type": { "figure": 1, "footer": 2, "heading": 3, "table": 2, "table_cell": 17, "text": 3, "title": 1 }, "build_ms": 3, "items": [ { "id": "p4.1", "order": 1, "type": "title", "bbox": { "l": 208.56, "t": 777.84, "r": 403.44, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p4.2", "order": 2, "type": "heading", "bbox": { "l": 52.08, "t": 700.8, "r": 213.84, "b": 684.96 }, "text": "Stormwater Analysis", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p4.3", "order": 3, "type": "text", "bbox": { "l": 51.12, "t": 678.48, "r": 560.4, "b": 638.4 }, "text": "In support of the proposed development, the existing and proposed hydrology was modeled using HydroCAD software. The drainage areas were delineated based on their hydrological and hydraulic characteristics. The maximum sheet flow time of concentrations are based on McCuen-Spiess criteria.", "reading_order": 2 }, { "id": "p4.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 622.32, "r": 307.44, "b": 501.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p4.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 122.999951, "t": 618.716873, "r": 237.275557, "b": 608.361357 }, "text": "MODELING CRITERIA", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p4.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 59.639976, "t": 605.516878, "r": 150.183158, "b": 503.121399 }, "text": "Method:\nUnit Hydrograph:\nStorm Distribution:\nRainfall Source:\n2-year Rainfall:\n10-year Rainfall:\n25-year Rainfall:\n100-year Rainfall:", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p4.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 185.399926, "t": 605.516878, "r": 259.568251, "b": 503.121399 }, "text": "TR-55\nDelmarva\nD\nNOAA Atlas 14\n3.42 in.\n5.33 in.\n6.68 in.\n9.20 in.", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p4.5", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 488.88, "r": 532.8, "b": 461.52 }, "text": "The rainfall has been adjusted to account for current and future precipitation adjustment factors as required by NJAC 7:8-5.7(c)/(d)", "reading_order": 4 }, { "id": "p4.6", "order": 9, "type": "table", "bbox": { "l": 53.28, "t": 451.68, "r": 557.76, "b": 383.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p4.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 53.28, "t": 451.68, "r": 221.44, "b": 438.096 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p4.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 269.039892, "t": 448.076941, "r": 351.726296, "b": 437.721425 }, "text": "Current Adjusted", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p4.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 416.039834, "t": 448.076941, "r": 493.80623, "b": 437.721425 }, "text": "Future Adjusted", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p4.6.4", "order": 13, "type": "table_cell", "bbox": { "l": 59.639976, "t": 434.996946, "r": 96.286147, "b": 424.64143 }, "text": "Rainfall", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p4.6.5", "order": 14, "type": "table_cell", "bbox": { "l": 269.036763, "t": 434.996946, "r": 322.271368, "b": 424.64143 }, "text": "Adj. Factor", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p4.6.6", "order": 15, "type": "table_cell", "bbox": { "l": 341.878488, "t": 434.996946, "r": 400.609993, "b": 424.64143 }, "text": "Adj. Rainfall", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p4.6.7", "order": 16, "type": "table_cell", "bbox": { "l": 416.040254, "t": 434.996946, "r": 469.274859, "b": 424.64143 }, "text": "Adj. Factor", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p4.6.8", "order": 17, "type": "table_cell", "bbox": { "l": 489.001975, "t": 434.996946, "r": 547.725772, "b": 424.64143 }, "text": "Adj. Rainfall", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p4.6.9", "order": 18, "type": "table_cell", "bbox": { "l": 59.639976, "t": 421.796951, "r": 104.34925, "b": 385.161446 }, "text": "2 Year\n10 Year\n100 Year", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p4.6.10", "order": 19, "type": "table_cell", "bbox": { "l": 140.519944, "t": 421.796951, "r": 162.008295, "b": 385.161446 }, "text": "3.42\n5.33\n9.20", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p4.6.11", "order": 20, "type": "table_cell", "bbox": { "l": 269.039892, "t": 421.796951, "r": 290.530153, "b": 385.161446 }, "text": "1.00\n1.01\n1.03", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p4.6.12", "order": 21, "type": "table_cell", "bbox": { "l": 341.879863, "t": 421.796951, "r": 363.370298, "b": 385.161446 }, "text": "3.42\n5.38\n9.48", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p4.6.13", "order": 22, "type": "table_cell", "bbox": { "l": 416.039834, "t": 421.796951, "r": 437.532071, "b": 385.161446 }, "text": "1.18\n1.19\n1.24", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p4.6.14", "order": 23, "type": "table_cell", "bbox": { "l": 488.999804, "t": 421.796951, "r": 516.606285, "b": 385.161446 }, "text": "4.04\n6.34\n11.41", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 } ], "reading_order": 5 }, { "id": "p4.7", "order": 24, "type": "heading", "bbox": { "l": 51.84, "t": 369.36, "r": 183.12, "b": 353.76 }, "text": "Existing Hydrology", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p4.8", "order": 25, "type": "text", "bbox": { "l": 51.36, "t": 348.72, "r": 545.52, "b": 321.6 }, "text": "The existing site runs off untreated and unretained to the adjoining properties and road. The existing points of analysis, drainage areas, and results are summarized in the tables below.", "reading_order": 7 }, { "id": "p4.9", "order": 26, "type": "heading", "bbox": { "l": 51.6, "t": 309.12, "r": 204.48, "b": 294 }, "text": "Existing Network Diagram", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p4.10", "order": 27, "type": "figure", "bbox": { "l": 91.2, "t": 256.08, "r": 367.2, "b": 85.68 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 9 }, { "id": "p4.11", "order": 28, "type": "footer", "bbox": { "l": 56.4, "t": 43.92, "r": 157.92, "b": 20.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 }, { "id": "p4.12", "order": 29, "type": "footer", "bbox": { "l": 511.2, "t": 39.12, "r": 556.32, "b": 26.88 }, "text": "2|Page", "attrs": { "block_label": "number" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 5, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "footer": 2, "header": 1, "heading": 1, "table": 3, "table_cell": 47, "text": 1 }, "build_ms": 8, "items": [ { "id": "p5.1", "order": 1, "type": "header", "bbox": { "l": 208.32, "t": 777.84, "r": 403.44, "b": 735.12 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p5.2", "order": 2, "type": "table", "bbox": { "l": 52.8, "t": 690.96, "r": 557.76, "b": 610.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p5.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 202.679919, "t": 686.996845, "r": 409.389209, "b": 676.641329 }, "text": "EXISTING POINTS OF ANALYSIS (POA)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p5.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 80.639968, "t": 673.91685, "r": 113.166458, "b": 611.001356 }, "text": "POA\nPOA 1\nPOA 2\nPOA 3\nPOA 4", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p5.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 144.839942, "t": 673.91685, "r": 378.852366, "b": 611.001356 }, "text": "Description\nSouth Hope Chapel Road\nLot 11\nWetlands\nLot 15", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 1 }, { "id": "p5.3", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 596.4, "r": 558, "b": 390.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 3, "integrity": { "cells_checked": 16, "cells_flagged": 0 } }, "children": [ { "id": "p5.3.1", "order": 7, "type": "table_cell", "bbox": { "l": 228.599909, "t": 594.956882, "r": 383.429524, "b": 584.601366 }, "text": "EXISTING DRAINAGE AREAS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p5.3.2", "order": 8, "type": "table_cell", "bbox": { "l": 68.759972, "t": 581.876887, "r": 115.926457, "b": 558.801376 }, "text": "Drainage Area", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p5.3.3", "order": 9, "type": "table_cell", "bbox": { "l": 135.839946, "t": 581.876887, "r": 181.206403, "b": 558.801376 }, "text": "Point of Analysis", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p5.3.4", "order": 10, "type": "table_cell", "bbox": { "l": 341.879863, "t": 575.51689, "r": 402.492357, "b": 565.161374 }, "text": "Description", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p5.3.5", "order": 11, "type": "table_cell", "bbox": { "l": 71.879971, "t": 543.356903, "r": 112.926633, "b": 533.001387 }, "text": "DA – E1", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p5.3.6", "order": 12, "type": "table_cell", "bbox": { "l": 142.202023, "t": 543.356903, "r": 174.72851, "b": 533.001387 }, "text": "POA 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p5.3.7", "order": 13, "type": "table_cell", "bbox": { "l": 191.879923, "t": 543.356903, "r": 539.869449, "b": 507.201397 }, "text": "The area contains single family houses with driveways and associated accessory structures. The remainder of the area contains dirt and grass areas. The runoff from the area is untreated and drains towards POA 1.", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p5.3.8", "order": 14, "type": "table_cell", "bbox": { "l": 71.879971, "t": 498.596921, "r": 112.926633, "b": 488.241405 }, "text": "DA – E2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p5.3.9", "order": 15, "type": "table_cell", "bbox": { "l": 142.202023, "t": 498.596921, "r": 174.728514, "b": 488.241405 }, "text": "POA 2", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p5.3.10", "order": 16, "type": "table_cell", "bbox": { "l": 191.879923, "t": 440.756944, "r": 541.189696, "b": 392.361443 }, "text": "The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 2.", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p5.3.11", "order": 17, "type": "table_cell", "bbox": { "l": 73.079971, "t": 460.196936, "r": 111.728222, "b": 449.84142 }, "text": "DA - E3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p5.3.12", "order": 18, "type": "table_cell", "bbox": { "l": 142.203568, "t": 460.196936, "r": 174.730055, "b": 449.84142 }, "text": "POA 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p5.3.13", "order": 19, "type": "table_cell", "bbox": { "l": 191.879923, "t": 466.556933, "r": 525.846785, "b": 443.481423 }, "text": "The entire area is wooded. The runoff from the area is untreated and drains towards POA 3.", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p5.3.14", "order": 20, "type": "table_cell", "bbox": { "l": 71.879971, "t": 421.796951, "r": 112.926633, "b": 411.441435 }, "text": "DA – E4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p5.3.15", "order": 21, "type": "table_cell", "bbox": { "l": 142.202023, "t": 421.796951, "r": 174.72851, "b": 411.441435 }, "text": "POA 4", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p5.3.16", "order": 22, "type": "table_cell", "bbox": { "l": 191.879923, "t": 556.076898, "r": 541.189696, "b": 469.281412 }, "text": "The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 4.", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 2 }, { "id": "p5.4", "order": 23, "type": "text", "bbox": { "l": 52.08, "t": 370.56, "r": 544.56, "b": 356.561457 }, "text": "The results of the existing conditions analysis are contained in the Appendix and summarized below:", "reading_order": 3 }, { "id": "p5.5", "order": 24, "type": "heading", "bbox": { "l": 53.999978, "t": 342.716983, "r": 87.126377, "b": 332.361467 }, "text": "POA-1", "attrs": { "split_from": "trailing_line" }, "level": 3, "reading_order": 4 }, { "id": "p5.6", "order": 25, "type": "table", "bbox": { "l": 52.32, "t": 320.64, "r": 433.2, "b": 166.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 4, "integrity": { "cells_checked": 28, "cells_flagged": 0 } }, "children": [ { "id": "p5.6.1", "order": 26, "type": "table_cell", "bbox": { "l": 59.639976, "t": 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383.879846, "t": 154.31705799999997, "r": 405.366319, "b": 124.40155000000004 }, "text": "1.41\n2.11", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p6.8", "order": 76, "type": "footer", "bbox": { "l": 56.4, "t": 44.16, "r": 157.92, "b": 20.64 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 }, { "id": "p6.9", "order": 77, "type": "footer", "bbox": { "l": 511.2, "t": 39.36, "r": 556.56, "b": 26.88 }, "text": "4|Page", "attrs": { "block_label": "number" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 7, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "figure": 2, "footer": 2, "heading": 2, "text": 4 }, "build_ms": 1, "items": [ { "id": "p7.1", "order": 1, "type": "text", "bbox": { "l": 208.08, "t": 778.08, "r": 403.68, "b": 734.64 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p7.2", "order": 2, "type": "heading", "bbox": { "l": 51.6, "t": 702, "r": 193.92, "b": 685.44 }, "text": "Proposed Hydrology", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p7.3", "order": 3, "type": "text", "bbox": { "l": 50.64, "t": 680.16, "r": 560.64, "b": 539.04 }, "text": "The site is proposed to contain a 11 lot subdivision. 9 of the lots will contain single family houses and associated driveways. One of the lots will contain a multifamily house with associated parking lot. The final lot will contain a stormwater basin. The stormwater runoff generated by the developed area will be collected and treated through proposed porous pavement, bioretention basins and infiltration basins. The front half of the site includes 4 single family lots, one multifamily lot and the front portion of the road. This portion will be treated first through bioretention basin 1 and then routed to subsurface infiltration basin 1. The back north portion of the site, which contains 2 single family lots, a basin lot and half of the back portion of the road, will be treated first through bioretention basin 2 and porous pavement 2, and then routed to infiltration basin 2. The back south portion of the site, which contains 3 single family lots and half of the back portion of the road, will be treated first through bioretention basin 3 and porous pavement 3, and then routed to infiltration basin 3.", "attrs": { "block_label": "abstract" }, "reading_order": 2 }, { "id": "p7.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 529.2, "r": 487.92, "b": 514.08 }, "text": "The proposed points of analysis and drainage areas are summarized in the tables below.", "reading_order": 3 }, { "id": "p7.5", "order": 5, "type": "heading", "bbox": { "l": 51.12, "t": 502.56, "r": 213.6, "b": 486.96 }, "text": "Proposed Network Diagram", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p7.6", "order": 6, "type": "figure", "bbox": { "l": 53.76, "t": 474.72, "r": 558.24, "b": 366.96 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 5 }, { "id": "p7.7", "order": 7, "type": "text", "bbox": { "l": 295.92, "t": 446.64, "r": 348.72, "b": 425.76 }, "text": "Proposed Conditions", "reading_order": 6 }, { "id": "p7.8", "order": 8, "type": "figure", "bbox": { "l": 75.6, "t": 390.24, "r": 528.24, "b": 177.6 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 7 }, { "id": "p7.9", "order": 9, "type": "footer", "bbox": { "l": 55.92, "t": 44.64, "r": 158.16, "b": 20.16 }, "text": "E Civil Core", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p7.10", "order": 10, "type": "footer", "bbox": { "l": 510.96, "t": 39.36, "r": 556.56, "b": 26.88 }, "text": "5|Page", "attrs": { "block_label": "number" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 8, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "footer": 2, "header": 1, "heading": 1, "table": 2, "table_cell": 16, "text": 4 }, "build_ms": 7, "items": [ { "id": "p8.1", "order": 1, "type": "header", "bbox": { "l": 208.56, "t": 777.36, "r": 403.44, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p8.2", "order": 2, "type": "text", "bbox": { "l": 51.84, "t": 690, "r": 379.2, "b": 675.84 }, "text": "The proposed drainage areas are summarized in the tables below.", "reading_order": 1 }, { "id": "p8.3", "order": 3, "type": "table", "bbox": { "l": 52.32, "t": 662.64, "r": 558.48, "b": 597.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p8.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 197.159921, "t": 661.796855, "r": 414.78921, "b": 651.441339 }, "text": "PROPOSED POINTS OF ANALYSIS (POA)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p8.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 80.639968, "t": 648.596861, "r": 113.166455, "b": 598.76136 }, "text": "POA\nPOA 1\nPOA 2\nPOA 3", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p8.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 144.839942, "t": 648.596861, "r": 378.852366, "b": 598.76136 }, "text": "Description\nSouth Hope Chapel Road\nLot 11\nWetlands", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 2 }, { "id": "p8.4", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 570.96, "r": 558.24, "b": 300.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 3, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p8.4.1", "order": 8, "type": "table_cell", "bbox": { "l": 223.079911, "t": 569.036892, "r": 388.829555, "b": 558.681377 }, "text": "PROPOSED DRAINAGE AREAS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p8.4.2", "order": 9, "type": "table_cell", "bbox": { "l": 68.759972, "t": 555.956898, "r": 115.926457, "b": 519.8013920000001 }, "text": "Drainage Area\nDA-P1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p8.4.3", "order": 10, "type": "table_cell", "bbox": { "l": 136.799945, "t": 555.956898, "r": 182.166402, "b": 519.8013920000001 }, "text": "Point of Analysis\nPOA 1", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p8.4.4", "order": 11, "type": "table_cell", "bbox": { "l": 193.799294, "t": 543.236903, "r": 552.485902, "b": 469.161412 }, "text": "Description\nThe area contains the front half of the site. The area contains 4 single family lots, 1 multifamily lot and the front portion of the road. The runoff from this area will first be treated through bioretention basin 1 and then routed via an underdrain to subsurface infiltration basin 1. The overflow from the infiltration basin will be piped to POA 1.", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p8.4.5", "order": 12, "type": "table_cell", "bbox": { "l": 76.07997, "t": 466.316933, "r": 108.486453, "b": 455.961418 }, "text": "DA-P2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p8.4.6", "order": 13, "type": "table_cell", "bbox": { "l": 143.160081, "t": 466.316933, "r": 175.688428, "b": 455.961418 }, "text": "POA 2", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p8.4.7", "order": 14, "type": "table_cell", "bbox": { "l": 193.800292, "t": 466.316933, "r": 552.549344, "b": 405.441438 }, "text": "The area contains the back north portion of the site. The area contains 2 single family lots, a basin lot and half of the back portion of the road. The runoff from the area will first be treated through bioretention basin 2 or porous pavement 2 and then routed via underdrains to infiltration basin 2. The overflow from the infiltration basin will be piped to POA 2.", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p8.4.8", "order": 15, "type": "table_cell", "bbox": { "l": 76.07997, "t": 402.596959, "r": 108.486453, "b": 392.241443 }, "text": "DA-P3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p8.4.9", "order": 16, "type": "table_cell", "bbox": { "l": 143.160081, "t": 402.596959, "r": 175.686572, "b": 392.241443 }, "text": "POA 3", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p8.4.10", "order": 17, "type": "table_cell", "bbox": { "l": 193.800258, "t": 402.596959, "r": 552.486706, "b": 341.721463 }, "text": "The area contains the back south portion of the site. The area contains 3 single family lots and half of the back portion of the road. The runoff from the area will first be treated through bioretention basin 3 or porous pavement 3 and then routed via underdrains to infiltration basin 3. The overflow from the infiltration basin will be piped to POA 3.", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p8.4.11", "order": 18, "type": "table_cell", "bbox": { "l": 52.32, "t": 345.56, "r": 220.96, "b": 300.48 }, "text": "Lots 1-4 & 6-10 Roofs", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p8.4.12", "order": 19, "type": "table_cell", "bbox": { "l": 143.759982, "t": 338.876984, "r": 174.949406, "b": 328.521469 }, "text": "Varies", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p8.4.13", "order": 20, "type": "table_cell", "bbox": { "l": 193.800052, "t": 338.876984, "r": 552.48636, "b": 303.201479 }, "text": "The runoff from the roofs will be treated through subsurface infiltration basins. The overflow from the infiltration basins in failure conditions will go to varying POA.", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 3 }, { "id": "p8.5", "order": 21, "type": "heading", "bbox": { "l": 51.36, "t": 277.2, "r": 300, "b": 262.56 }, "text": "Proposed Stormwater Management Design", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p8.6", "order": 22, "type": "text", "bbox": { "l": 50.64, "t": 241.68, "r": 560.16, "b": 190.32 }, "text": "The site will contain 11 residential lots with a cul-de-sac going through the site. 9 single family lots, 1 multifamily lot and 1 basin lot. The site is split into three drainage areas with associated basins. Each area will first be treated through a bioretention basin or porous pavement with an underdrain, and then an infiltration basin.", "reading_order": 5 }, { "id": "p8.7", "order": 23, "type": "text", "bbox": { "l": 50.4, "t": 178.32, "r": 560.4, "b": 139.92 }, "text": "All the proposed porous pavement areas and bioretention basin areas have been designed to provide water quality treatment and to attenuate the rate of stormwater runoff. The porous pavement areas have been sized to comply with the 3:1 ratio of drainage area to porous pavement area.", "reading_order": 6 }, { "id": "p8.8", "order": 24, "type": "text", "bbox": { "l": 50.64, "t": 127.92, "r": 559.2, "b": 76.32 }, "text": "Small- scale bioretention basin 1 has been proposed for the front half of the site to provide water quality treatment. Small-scale infiltration basin 1 has been proposed to provide water quantity control and groundwater recharge for the front half of the site. The proposed basins have been modeled in HydroCAD. The table below summarizes the results of the analysis.", "reading_order": 7 }, { "id": "p8.9", "order": 25, "type": "footer", "bbox": { "l": 56.4, "t": 43.44, "r": 157.92, "b": 21.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p8.10", "order": 26, "type": "footer", "bbox": { "l": 511.2, "t": 38.88, "r": 556.56, "b": 26.88 }, "text": "6|Page", "attrs": { "block_label": "number" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 9, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 64, "counts_by_type": { "caption": 1, "footer": 2, "header": 1, "table": 4, "table_cell": 55, "text": 1 }, "build_ms": 10, "items": [ { "id": "p9.1", "order": 1, "type": "header", "bbox": { "l": 208.32, "t": 777.36, "r": 403.44, "b": 735.12 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p9.2", "order": 2, "type": "table", "bbox": { "l": 52.32, "t": 677.76, "r": 558.48, "b": 571.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p9.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 237.239905, "t": 674.39685, "r": 374.795536, "b": 664.041334 }, "text": "BIORETENTION BASIN 1A", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p9.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 72.479971, "t": 661.196856, "r": 104.35575, "b": 638.241345 }, "text": "Storm Event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p9.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 173.159931, "t": 661.196856, "r": 289.355564, "b": 650.84134 }, "text": "CURRENT ADJUSTED", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p9.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 395.521734, "t": 661.196856, "r": 502.597354, "b": 650.84134 }, "text": "FUTURE ADJUSTED", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p9.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 52.32, "t": 642.4, "r": 153.552, "b": 624.72 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p9.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 138.121758, "t": 635.396866, "r": 179.09442, "b": 612.4413549999999 }, "text": "Outflow (cfs)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p9.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 211.079916, "t": 635.396866, "r": 323.65236, "b": 612.4413549999999 }, "text": "Proposed Peak Basin WSE (ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p9.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 355.799858, "t": 635.396866, "r": 396.772534, "b": 612.4413549999999 }, "text": "Outflow (cfs)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p9.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 428.759828, "t": 635.396866, "r": 541.332331, "b": 612.4413549999999 }, "text": "Proposed Peak Basin WSE (ft)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p9.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 79.199968, "t": 609.5968760000001, "r": 97.56646, "b": 572.961371 }, "text": "2\n10\n100", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p9.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 147.959941, "t": 609.5968760000001, "r": 169.448321, "b": 572.961371 }, "text": "0.14\n0.23\n1.89", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p9.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 253.679899, "t": 609.5968760000001, "r": 281.288452, "b": 572.961371 }, "text": "91.88\n92.99\n95.10", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p9.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 365.639854, "t": 609.5968760000001, "r": 387.130269, "b": 572.961371 }, "text": "0.17\n0.27\n4.12", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p9.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 471.359811, "t": 609.5968760000001, "r": 498.9704, "b": 572.961371 }, "text": "92.21\n93.74\n95.17", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 } ], "reading_order": 1 }, { "id": "p9.3", "order": 17, "type": "table", "bbox": { "l": 52.08, "t": 547.68, "r": 558.48, "b": 441.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p9.3.1", "order": 18, "type": "table_cell", "bbox": { "l": 204.839918, "t": 544.436902, "r": 407.16641, "b": 534.0813860000001 }, "text": "SUBSURFACE INFILTRATION BASIN 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p9.3.2", "order": 19, "type": "table_cell", "bbox": { "l": 72.479971, "t": 531.2369080000001, "r": 104.35575, "b": 508.281397 }, "text": "Storm Event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p9.3.3", "order": 20, "type": "table_cell", "bbox": { "l": 173.159931, "t": 531.2369080000001, "r": 289.355564, "b": 520.881392 }, "text": "CURRENT ADJUSTED", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p9.3.4", "order": 21, "type": "table_cell", "bbox": { "l": 395.521734, "t": 531.2369080000001, "r": 502.597354, "b": 520.881392 }, "text": "FUTURE ADJUSTED", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p9.3.5", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 512.24, "r": 153.36, "b": 494.52 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p9.3.6", "order": 23, "type": "table_cell", "bbox": { "l": 138.121758, "t": 505.436918, "r": 179.09442, "b": 482.481407 }, "text": "Outflow (cfs)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p9.3.7", "order": 24, "type": "table_cell", "bbox": { "l": 211.079916, "t": 505.436918, "r": 323.65236, "b": 482.481407 }, "text": "Proposed Peak Basin WSE (ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p9.3.8", "order": 25, "type": "table_cell", "bbox": { "l": 355.799858, "t": 505.436918, "r": 396.772534, "b": 482.481407 }, "text": "Outflow (cfs)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p9.3.9", "order": 26, "type": "table_cell", "bbox": { "l": 428.759828, "t": 505.436918, "r": 541.332331, "b": 482.481407 }, "text": "Proposed Peak Basin WSE (ft)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": 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}, "reading_order": 7 }, { "id": "p10.9", "order": 64, "type": "footer", "bbox": { "l": 510.96, "t": 38.88, "r": 556.56, "b": 26.88 }, "text": "8 | Page", "attrs": { "block_label": "number" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 11, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 29, "counts_by_type": { "footer": 2, "heading": 3, "table": 2, "table_cell": 15, "text": 6, "title": 1 }, "build_ms": 5, "items": [ { "id": "p11.1", "order": 1, "type": "title", "bbox": { "l": 208.32, "t": 777.6, "r": 403.44, "b": 735.12 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p11.2", "order": 2, "type": "text", "bbox": { "l": 52.56, "t": 677.52, "r": 304.56, "b": 663.36 }, "text": "The peak runoff from the site is summarized below.", "reading_order": 1 }, { "id": "p11.3", "order": 3, "type": "table", "bbox": { "l": 52.8, "t": 653.04, "r": 525.36, "b": 571.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 7, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p11.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 200.87992, "t": 649.07686, "r": 378.189204, "b": 638.721345 }, "text": "PROPOSED PEAK RUNOFF (CFS)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 7, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p11.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.8, "t": 639.52, "r": 120.3086, "b": 626 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p11.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 157.919937, "t": 635.996866, "r": 274.11557, "b": 625.64135 }, "text": "CURRENT ADJUSTED", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 2 }, { "id": "p11.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 366.479853, "t": 635.996866, "r": 473.555474, "b": 625.64135 }, "text": "FUTURE ADJUSTED", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 3 }, { "id": "p11.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 73.679971, "t": 622.796871, "r": 97.595595, "b": 572.961371 }, "text": "POA\n1\n2\n3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p11.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 131.639947, "t": 622.796871, "r": 165.326645, "b": 572.961371 }, "text": "2-Year\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p11.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 192.599923, "t": 622.796871, "r": 232.406618, "b": 572.961371 }, "text": "10-Year\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p11.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 257.039897, "t": 622.796871, "r": 302.966605, "b": 572.961371 }, "text": "100-Year\n0.0\n0.10\n0.07", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p11.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 333.119867, "t": 622.796871, "r": 366.806579, "b": 572.961371 }, "text": "2-Year\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p11.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 400.07984, "t": 622.796871, "r": 439.88655, "b": 572.961371 }, "text": "10-Year\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p11.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 466.919813, "t": 622.796871, "r": 512.846521, "b": 572.961371 }, "text": "100-Year\n0.25\n0.25\n0.20", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 2 }, { "id": "p11.4", "order": 15, "type": "heading", "bbox": { "l": 51.36, "t": 544.8, "r": 191.52, "b": 528.96 }, "text": "Storm Sewer Design", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p11.5", "order": 16, "type": "text", "bbox": { "l": 51.6, "t": 515.52, "r": 560.16, "b": 475.92 }, "text": "The proposed storm sewers have been designed in accordance with relevant requirements. The storm sewer was designed using the Rational method, the NJ Intensity-Duration-Frequency table, and a time of concentration minimum of 10 minutes. The storm sewers were sized to convey a 25-year storm event.", "reading_order": 4 }, { "id": "p11.6", "order": 17, "type": "text", "bbox": { "l": 51.36, "t": 464.88, "r": 322.56, "b": 450.72 }, "text": "Storm sewer calculations are included in the Appendix.", "reading_order": 5 }, { "id": "p11.7", "order": 18, "type": "heading", "bbox": { "l": 51.6, "t": 426.24, "r": 145.92, "b": 409.68 }, "text": "Compliance", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p11.8", "order": 19, "type": "heading", "bbox": { "l": 51.12, "t": 380.64, "r": 145.68, "b": 365.04 }, "text": "Water Quality", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p11.9", "order": 20, "type": "text", "bbox": { "l": 50.4, "t": 357.12, "r": 560.88, "b": 304.32 }, "text": "In accordance with N.J.A.C. 7:8-5.5(b) stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm by eighty percent TSS removal of the anticipated load, expressed as an annual average for the stormwater runoff from the net increase of motor vehicle surface.", "reading_order": 8 }, { "id": "p11.10", "order": 21, "type": "text", "bbox": { "l": 50.88, "t": 294.24, "r": 559.92, "b": 268.32 }, "text": "Currently, the site contains 0.26 acres of motor vehicle surface which does not receive water quality treatment.", "reading_order": 9 }, { "id": "p11.11", "order": 22, "type": "text", "bbox": { "l": 50.64, "t": 255.84, "r": 560.88, "b": 178.8 }, "text": "The proposed site will contain 0.79 acres of motor vehicle surface for a net increase of 0.53 acres. As the existing motor vehicle surface does not receive water quality treatment, the equivalent redevelopment area would only require 50% TSS removal. This credit can be used to offset the portions of the proposed driveways that will run off untreated. However, the entire proposed motor vehicle surface will be treated for 80% TSS removal and so the proposed stormwater management will exceed the required TSS removal for the site.", "reading_order": 10 }, { "id": "p11.12", "order": 23, "type": "table", "bbox": { "l": 53.04, "t": 167.04, "r": 347.04, "b": 111.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p11.12.1", "order": 24, "type": "table_cell", "bbox": { "l": 70.32099, "t": 162.11705500000005, "r": 331.270201, "b": 151.76153899999997 }, "text": "REGULATED MOTOR VEHICLE SURFACE (ACRE)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p11.12.2", "order": 25, "type": "table_cell", "bbox": { "l": 75.83997, "t": 143.87706200000002, "r": 118.812492, "b": 114.92155400000001 }, "text": "Existing\n0.26", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p11.12.3", "order": 26, "type": "table_cell", "bbox": { "l": 155.161802, "t": 143.87706200000002, "r": 205.934306, "b": 114.92155400000001 }, "text": "Proposed\n0.79", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p11.12.4", "order": 27, "type": "table_cell", "bbox": { "l": 253.443649, "t": 143.87706200000002, "r": 314.65011, "b": 114.92155400000001 }, "text": "Net Change\n0.53", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 11 }, { "id": "p11.13", "order": 28, "type": "footer", "bbox": { "l": 56.4, "t": 43.92, "r": 157.92, "b": 20.64 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 12 }, { "id": "p11.14", "order": 29, "type": "footer", "bbox": { "l": 511.2, "t": 39.12, "r": 556.56, "b": 26.88 }, "text": "9|Page", "attrs": { "block_label": "number" }, "reading_order": 13 } ] }, { "document_id": 12617, "page": 12, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 82, "counts_by_type": { "caption": 1, "footer": 2, "header": 1, "heading": 1, "table": 3, "table_cell": 69, "text": 5 }, "build_ms": 14, "items": [ { "id": "p12.1", "order": 1, "type": "header", "bbox": { "l": 208.08, "t": 777.6, "r": 403.44, "b": 735.12 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. 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"text": "Total", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p12.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 343.2, "t": 626.688, "r": 415.44, "b": 610.8 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p12.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 428.879828, "t": 623.036871, "r": 450.366301, "b": 612.6813549999999 }, "text": "0.63", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 } ], "reading_order": 1 }, { "id": "p12.3", "order": 23, "type": "text", "bbox": { "l": 50.88, "t": 596.88, "r": 559.2, "b": 570 }, "text": "As demonstrated above, the proposed stormwater management will exceed the required TSS removal for the site.", "reading_order": 2 }, { "id": "p12.4", "order": 24, "type": "heading", "bbox": { "l": 51.36, "t": 542.64, "r": 155.04, "b": 527.04 }, "text": "Water 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percent, respectively, of the preconstruction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed.", "reading_order": 6 }, { "id": "p12.8", "order": 28, "type": "text", "bbox": { "l": 50.88, "t": 354.72, "r": 560.4, "b": 315.84 }, "text": "Water quantity attenuation will be provided by infiltration through infiltration basins. The site runoff will be first treated through either bioretention basins or porous pavement. The runoff will then be routed to the infiltration basins.", "reading_order": 7 }, { "id": "p12.9", "order": 29, "type": "table", "bbox": { "l": 30.48, "t": 304.08, "r": 596.16, "b": 203.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 10, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p12.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 155.159938, "t": 301.796999, "r": 474.309156, "b": 291.441483 }, "text": "PEAK RUNOFF COMPARISON – CURRENT ADJUSTED (CFS)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 10, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p12.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 30.48, "t": 287.28, "r": 87.048, "b": 270.48 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p12.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 138.001856, "t": 288.117005, "r": 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Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p13.2", "order": 2, "type": "heading", "bbox": { "l": 51.84, "t": 701.28, "r": 210.24, "b": 685.92 }, "text": "Groundwater Recharge", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p13.3", "order": 3, "type": "text", "bbox": { "l": 50.64, "t": 678.48, "r": 560.16, "b": 638.64 }, "text": "In accordance with N.J.A.C. 7:8-5.4(b), groundwater recharge can be met by infiltrating the increase in runoff from the 2-year storm event. The proposed GI infiltration basins will fully infiltrate the increased runoff from a 2-year storm event. Therefore, the requirement is met.", "reading_order": 2 }, { "id": "p13.4", "order": 4, "type": "heading", "bbox": { "l": 51.84, "t": 612.48, "r": 190.8, "b": 597.84 }, "text": "Green Infrastructure", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p13.5", "order": 5, "type": "text", "bbox": { "l": 50.64, "t": 588.96, "r": 560.64, "b": 511.44 }, "text": "In accordance with N.J.A.C. 7:8-5.3 groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards must be met using green infrastructure (GI). Green infrastructure is defined as a stormwater management measure that manages stormwater close to its source by either treating stormwater runoff through infiltration into subsoil, treating stormwater runoff through filtration by vegetation or soil; or storing stormwater runoff for reuse. 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9 }, { "id": "p15.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 332.041489, "t": 581.090648, "r": 365.286595, "b": 571.748171 }, "text": "47 cu-ft", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p15.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 431.764707, "t": 581.090648, "r": 445.571775, "b": 571.748171 }, "text": "0.0", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p15.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 139.919944, "t": 558.890656, "r": 235.945457, "b": 549.54818 }, "text": "Bioretention Basin 3A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p15.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 256.679897, "t": 558.890656, "r": 281.646948, "b": 549.54818 }, "text": "93.30", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p15.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 332.041489, "t": 558.890656, "r": 365.286595, "b": 549.54818 }, "text": "99 cu-ft", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p15.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 431.764707, "t": 558.890656, "r": 445.571775, "b": 549.54818 }, "text": "0.0", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p15.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 139.679944, "t": 541.730663, "r": 236.286878, "b": 520.988192 }, "text": "Subsurface Infiltration Basin 1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p15.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 256.679886, "t": 536.090666, "r": 281.646942, "b": 526.748189 }, "text": "87.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p15.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 329.280022, "t": 536.090666, "r": 368.045119, "b": 526.748189 }, "text": "980 cu-ft", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p15.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 429.003208, "t": 536.090666, "r": 448.330266, "b": 526.748189 }, "text": "0.40", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p15.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 147.719941, "t": 518.3306729999999, "r": 228.246911, "b": 497.468201 }, "text": "Surface Infiltration Basin 2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p15.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 256.679817, "t": 512.5706749999999, "r": 281.646867, "b": 503.228199 }, "text": "91.65", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p15.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 325.081462, "t": 512.5706749999999, "r": 372.246546, "b": 503.228199 }, "text": "1,902 cu-ft", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p15.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 429.00465, "t": 512.5706749999999, "r": 448.331709, "b": 503.228199 }, "text": "0.19", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p15.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 147.719941, "t": 494.810682, "r": 228.246911, "b": 473.94821 }, "text": "Surface Infiltration Basin 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p15.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 256.679817, "t": 489.050684, "r": 281.646867, "b": 479.708208 }, "text": "90.75", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p15.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 325.081462, "t": 489.050684, "r": 372.246546, "b": 479.708208 }, "text": "2,300 cu-ft", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p15.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 429.00465, "t": 489.050684, "r": 448.331709, "b": 479.708208 }, "text": "0.20", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 } ], "reading_order": 1 }, { "id": "p15.3", "order": 31, "type": "heading", "bbox": { "l": 51.36, "t": 416.88, "r": 274.8, "b": 400.08 }, "text": "Groundwater Mounding Analysis", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p15.4", "order": 32, "type": "text", "bbox": { "l": 50.4, "t": 387.12, "r": 560.64, "b": 347.04 }, "text": "In accordance with N.J.A.C. 7:8-5.2(h) whenever the stormwater management design includes one or more BMPs that will infiltrate stormwater into subsoil, the design engineer shall assess the hydraulic impact on the groundwater table and design the site, to avoid adverse hydraulic impacts.", "reading_order": 3 }, { "id": "p15.5", "order": 33, "type": "text", "bbox": { "l": 50.64, "t": 336.48, "r": 560.4, "b": 271.44 }, "text": "A groundwater mounding analysis has been prepared for the proposed green infrastructures (GI) using the USGS Hantush spreadsheet in accordance with NJDEP BMP Manual Chapter 13. The proposed GI's have been modeled using infiltration for all storm events. Therefore, the groundwater mounding analysis has been performed for the infiltration volume generated by the future 100-year storm event as calculated by HydroCAD.", "reading_order": 4 }, { "id": "p15.6", "order": 34, "type": "table", "bbox": { "l": 52.8, "t": 261.6, "r": 495.84, "b": 176.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p15.6.1", "order": 35, "type": "table_cell", "bbox": { "l": 139.199944, "t": 258.11701700000003, "r": 409.955553, "b": 247.76150099999995 }, "text": "GROUNDWATER MOUNDING MODELING CRITERIA", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p15.6.2", "order": 36, "type": "table_cell", "bbox": { "l": 59.639976, "t": 244.91702199999997, "r": 238.326216, "b": 178.881528 }, "text": "Criteria\nR-Recharge Rate\nSy-Specific Yield\nKh-Horizontal conductivity\nhi-Initial Thickness of saturated zone", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p15.6.3", "order": 37, "type": "table_cell", "bbox": { "l": 282.719887, "t": 244.30022199999996, "r": 328.758412, "b": 179.11480800000004 }, "text": "Value\nSee below\n0.15\n5xR\n34 feet", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p15.6.4", "order": 38, "type": "table_cell", "bbox": { "l": 360.359856, "t": 244.30022199999996, "r": 466.051192, "b": 179.11480800000004 }, "text": "Notes\nPer Geotech\nDefault\nCoastal Plains\nPer Deep Boring Report", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 }, { "id": "p15.7", "order": 39, "type": "footer", "bbox": { "l": 56.4, "t": 43.92, "r": 158.16, "b": 20.64 }, "text": "E Civil Core", "attrs": { "block_label": "footer" }, "reading_order": 6 }, { "id": "p15.8", "order": 40, "type": "footer", "bbox": { "l": 506.4, "t": 39.36, "r": 556.32, "b": 26.88 }, "text": "13 | Page", "attrs": { "block_label": "number" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 16, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 44, "counts_by_type": { "footer": 2, "header": 1, "heading": 2, "table": 1, "table_cell": 36, "text": 2 }, "build_ms": 14, "items": [ { "id": "p16.1", "order": 1, "type": "header", "bbox": { "l": 208.08, "t": 777.6, "r": 403.68, "b": 734.88 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p16.2", "order": 2, "type": "table", "bbox": { "l": 52.8, "t": 703.44, "r": 555.6, "b": 386.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 36, "cells_flagged": 0 } }, "children": [ { "id": "p16.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 156.599937, "t": 696.095722, "r": 451.388645, "b": 684.839726 }, "text": "GROUNDWATER MOUNDING MODELING RESULTS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 7, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p16.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 109.079956, "t": 661.436855, "r": 120.783199, "b": 651.08134 }, "text": "GI", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p16.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 180.839888, "t": 674.03685, "r": 248.835637, "b": 638.361345 }, "text": "100 Yr Storm Exfiltration Volume (cf)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p16.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 259.679846, "t": 667.6768529999999, "r": 313.572342, "b": 644.721342 }, "text": "Infiltration Area (sf)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p16.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 325.07981, "t": 674.03685, "r": 375.246276, "b": 638.361345 }, "text": "Recharge Rate (in/hr)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p16.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 387.479785, "t": 674.03685, "r": 446.229037, "b": 638.361345 }, "text": "Duration of Infiltration Period (hr)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p16.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 462.119685, "t": 674.03685, "r": 494.532215, "b": 638.361345 }, "text": "Depth to SHWT", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p16.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 510.959626, "t": 674.03685, "r": 547.092155, "b": 638.361345 }, "text": "GW Mound Height", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p16.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 71.159972, "t": 628.916868, "r": 158.768261, "b": 618.561353 }, "text": "Infiltration Basin 1", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p16.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 198.003614, "t": 628.916868, "r": 231.73007, "b": 618.561353 }, "text": "29,874", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p16.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 272.765466, "t": 628.916868, "r": 300.371934, "b": 618.561353 }, "text": "2,475", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p16.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 344.047233, "t": 628.916868, "r": 356.293719, "b": 618.561353 }, "text": "10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p16.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 403.089017, "t": 628.916868, "r": 430.695484, "b": 618.561353 }, "text": "14.48", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p16.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 467.650811, "t": 628.916868, "r": 489.135618, "b": 618.561353 }, "text": "5.65", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p16.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 518.289226, "t": 628.916868, "r": 539.765862, "b": 618.561353 }, "text": "4.71", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p16.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 71.159972, "t": 601.07688, "r": 158.766412, "b": 590.721364 }, "text": "Infiltration Basin 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p16.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 202.561706, "t": 601.07688, "r": 227.048175, "b": 590.721364 }, "text": "9837", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p16.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 277.323565, "t": 601.07688, "r": 295.690042, "b": 590.721364 }, "text": "520", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p16.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 339.485341, "t": 601.07688, "r": 360.971814, "b": 590.721364 }, "text": "4.95", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p16.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 403.08717, "t": 601.07688, "r": 430.693634, "b": 590.721364 }, "text": "45.86", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p16.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 457.799897, "t": 613.676875, "r": 498.790897, "b": 578.0013690000001 }, "text": "4.86 (4.36 for 6\" sand)", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p16.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 518.279793, "t": 601.07688, "r": 539.766295, "b": 590.721364 }, "text": "2.96", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p16.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 71.159972, "t": 562.076895, "r": 158.766412, "b": 551.7213790000001 }, "text": "Infiltration Basin 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p16.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 198.001765, "t": 562.076895, "r": 231.72822, "b": 551.7213790000001 }, "text": "12,583", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p16.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 272.763617, "t": 562.076895, "r": 300.370081, "b": 551.7213790000001 }, "text": "1,150", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p16.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 344.04538, "t": 562.076895, "r": 356.291866, "b": 551.7213790000001 }, "text": "10", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p16.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 403.087164, "t": 562.076895, "r": 430.693632, "b": 551.7213790000001 }, "text": "13.13", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p16.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 457.799897, "t": 574.79689, "r": 498.789131, "b": 539.121384 }, "text": "5.18 (4.68 for 6\" sand)", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p16.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 518.279793, "t": 562.076895, "r": 539.766295, "b": 551.7213790000001 }, "text": "2.60", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p16.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 99.59996, "t": 534.236906, "r": 130.326435, "b": 389.841444 }, "text": "Lot 1\nLot 2\nLot 3\nLot 4\nLot 6\nLot 7\nLot 8\nLot 9\nLot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p16.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 201.001726, "t": 534.236906, "r": 228.608197, "b": 389.841444 }, "text": "1,722\n1,722\n1,722\n1,722\n1,722\n1,722\n1,722\n1,722\n1,722", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p16.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 269.763582, "t": 534.236906, "r": 303.490044, "b": 389.841444 }, "text": "566.28\n392.04\n479.16\n479.16\n348.48\n348.48\n348.48\n348.48\n348.48", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p16.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 339.485407, "t": 534.236906, "r": 360.97188, "b": 389.841444 }, "text": "2.45\n7.85\n4.05\n4.05\n8.45\n10\n10\n8\n10", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 32 }, { "id": "p16.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 403.087236, "t": 534.236906, "r": 430.6937, "b": 389.841444 }, "text": "14.89\n6.71\n10.65\n10.65\n7.02\n5.93\n5.93\n7.41\n5.93", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 33 }, { "id": "p16.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 467.647252, "t": 534.236906, "r": 489.135503, "b": 389.841444 }, "text": "3.0\n3.0\n4.5\n4.5\n7.43\n4.63\n4.63\n9.16\n6.49", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 34 }, { "id": "p16.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 518.28901, "t": 534.236906, "r": 539.777298, "b": 389.841444 }, "text": "1.07\n0.82\n0.80\n0.92\n0.82\n0.80\n0.80\n0.83\n0.80", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 35 } ], "reading_order": 1 }, { "id": "p16.3", "order": 39, "type": "heading", "bbox": { "l": 51.12, "t": 359.76, "r": 287.28, "b": 343.92 }, "text": "Soil Erosion and Sediment Control", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p16.4", "order": 40, "type": "text", "bbox": { "l": 50.16, "t": 330.72, "r": 561.6, "b": 278.4 }, "text": "Soil erosion and sediment control measures have been designed in accordance with the Standards for Soil Erosion and Sediment Control in New Jersey and are shown on the plan. These include stormwater management, silt fence, inlet protection, stabilized construction access, and temporary and permanent stabilization", "reading_order": 3 }, { "id": "p16.5", "order": 41, "type": "heading", "bbox": { "l": 51.12, "t": 266.88, "r": 197.28, "b": 252.24 }, "text": "Point Discharge Stability", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p16.6", "order": 42, "type": "text", "bbox": { "l": 50.64, "t": 225.6, "r": 558.24, "b": 161.28 }, "text": "Point Discharge stability can be met by either maintaining existing peak rates of runoff for a “failure analysis” which ignores infiltration and storage below the lowest basin outlet or by demonstrating stable conditions under the proposed design. Ocean County Soil Conservation district has adopted current precipitation adjustment factors at N.J.A.C. 7:8-5.7(c), the values of which are reflected in the tables below.", "reading_order": 5 }, { "id": "p16.7", "order": 43, "type": "footer", "bbox": { "l": 56.16, "t": 43.92, "r": 158.16, "b": 20.88 }, "text": "E Civil Core", "attrs": { "block_label": "footer" }, "reading_order": 6 }, { "id": "p16.8", "order": 44, "type": "footer", "bbox": { "l": 505.92, "t": 39.12, "r": 556.56, "b": 26.88 }, "text": "14 | Page", "attrs": { "block_label": "number" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 17, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "caption": 1, "footer": 2, "heading": 2, "list": 1, "list_item": 2, "table": 2, "table_cell": 17, "text": 5, "title": 1 }, "build_ms": 11, "items": [ { "id": "p17.1", "order": 1, "type": "title", "bbox": { "l": 208.56, "t": 777.84, "r": 403.44, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p17.2", "order": 2, "type": "text", "bbox": { "l": 51.6, "t": 702.24, "r": 300.48, "b": 688.56 }, "text": "The results of the analysis are summarized below:", "reading_order": 1 }, { "id": "p17.3", "order": 3, "type": "caption", "bbox": { "l": 236.64, "t": 661.2, "r": 347.28, "b": 648.48 }, "text": "FAILURE ANALYSIS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p17.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 652.8, "r": 530.64, "b": 561.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 5, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p17.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 52.32, "t": 652.8, "r": 147.984, "b": 634.608 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p17.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 202.799909, "t": 641.7568630000001, "r": 338.532629, "b": 631.401347 }, "text": "2-Year - Current Adjusted (CFS)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 1 }, { "id": "p17.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 374.15985, "t": 641.7568630000001, "r": 513.615843, "b": 631.401347 }, "text": "10-Year - Current Adjusted (CFS)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p17.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 107.159957, "t": 614.516874, "r": 131.075581, "b": 563.2413750000001 }, "text": "POA\n1\n2\n3", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p17.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 203.041805, "t": 614.516874, "r": 246.014305, "b": 563.2413750000001 }, "text": "Existing\n0.77\n0.12\n0.0", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p17.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 285.723601, "t": 614.516874, "r": 336.496105, "b": 563.2413750000001 }, "text": "Proposed\n0.42\n0.10\n0.14", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p17.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 376.205406, "t": 614.516874, "r": 419.177906, "b": 563.2413750000001 }, "text": "Existing\n1.56\n0.31\n0.0", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p17.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 459.127194, "t": 614.516874, "r": 509.899698, "b": 563.2413750000001 }, "text": "Proposed\n0.62\n0.15\n0.19", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p17.5", "order": 13, "type": "heading", "bbox": { "l": 51.36, "t": 549.6, "r": 230.88, "b": 535.2 }, "text": "Downstream Stability Analysis", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p17.6", "order": 14, "type": "text", "bbox": { "l": 51.6, "t": 522, "r": 560.4, "b": 470.16 }, "text": "Downstream stability can be satisfied by reducing the post development peak flow rates to 50% of the predevelopment peak for a 2-year storm and 75% of the predevelopment peak for a 10-year storm. The designed stormwater management system will reduce the peak flows by the required amount as summarized below:", "reading_order": 5 }, { "id": "p17.7", "order": 15, "type": "table", "bbox": { "l": 52.32, "t": 460.08, "r": 531.36, "b": 356.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p17.7.1", "order": 16, "type": "table_cell", "bbox": { "l": 192.479504, "t": 452.996939, "r": 392.429048, "b": 442.641423 }, "text": "DOWNSTREAM STABILITY ANALYSIS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p17.7.2", "order": 17, "type": "table_cell", "bbox": { "l": 52.32, "t": 442.88, "r": 148.128, "b": 425.68 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p17.7.3", "order": 18, "type": "table_cell", "bbox": { "l": 202.799909, "t": 436.436945, "r": 338.530778, "b": 426.08143 }, "text": "2-Year - Current Adjusted (CFS)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p17.7.4", "order": 19, "type": "table_cell", "bbox": { "l": 374.15985, "t": 436.436945, "r": 513.614007, "b": 426.08143 }, "text": "10-Year - Current Adjusted (CFS)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p17.7.5", "order": 20, "type": "table_cell", "bbox": { "l": 107.159957, "t": 409.196956, "r": 131.075581, "b": 357.801457 }, "text": "POA\n1\n2\n3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p17.7.6", "order": 21, "type": "table_cell", "bbox": { "l": 203.041805, "t": 409.196956, "r": 246.014305, "b": 357.801457 }, "text": "Existing\n0.77\n0.12\n0.0", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p17.7.7", "order": 22, "type": "table_cell", "bbox": { "l": 285.723601, "t": 409.196956, "r": 336.496105, "b": 357.801457 }, "text": "Proposed\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p17.7.8", "order": 23, "type": "table_cell", "bbox": { "l": 376.205406, "t": 409.196956, "r": 419.177906, "b": 357.801457 }, "text": "Existing\n1.56\n0.31\n0.0", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p17.7.9", "order": 24, "type": "table_cell", "bbox": { "l": 459.127194, "t": 409.196956, "r": 509.899698, "b": 357.801457 }, "text": "Proposed\n0.0\n0.0\n0.0", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 } ], "reading_order": 6 }, { "id": "p17.8", "order": 25, "type": "heading", "bbox": { "l": 51.12, "t": 329.76, "r": 438, "b": 313.92 }, "text": "New Jersey Pineland Commission Specific Requirements", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p17.9", "order": 26, "type": "text", "bbox": { "l": 50.64, "t": 300.48, "r": 560.16, "b": 273.12 }, "text": "The proposed stormwater management has been designed in accordance with the Pinelands Comprehensive Management Plan as outlined below:", "reading_order": 8 }, { "id": "p17.10", "order": 27, "type": "text", "bbox": { "l": 51.36, "t": 248.88, "r": 551.76, "b": 221.04 }, "text": "7:50-6.84(a)6 Surface water runoff, in accordance with N.J.A.C. 7:8-4.6, 5 and 6, as amended, except as modified and supplemented, as follows:", "reading_order": 9 }, { "id": "p17.11", "order": 28, "type": "list", "bbox": { "l": 85.92, "t": 219.12, "r": 555.84, "b": 162.24 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p17.11.1", "order": 29, "type": "list_item", "bbox": { "l": 85.92, "t": 219.12, "r": 516.72, "b": 205.68 }, "text": "Runoff Rates and Volumes, runoff quality, and groundwater recharge methodologies:", "marker": "ii.", "reading_order": 0 }, { "id": "p17.11.2", "order": 30, "type": "list_item", "bbox": { "l": 86.64, "t": 204.96, "r": 555.84, "b": 162.24 }, "text": "Stormwater runoff rate and volumes shall be calculated in accordance with N.J.A.C. 7:8-5.7, except that the Rational Method for peak flow and the Modified Rational Method for hydrograph computations shall not be used; and", "marker": "(1)", "reading_order": 1 } ], "reading_order": 10 }, { "id": "p17.12", "order": 31, "type": "text", "bbox": { "l": 103.44, "t": 160.32, "r": 546.96, "b": 44.88 }, "text": "The stormwater runoff rate and volumes have been calculated in accordance with N.J.A.C. 7:8-5.7. The NRCS methodology using a Type D storm distribution and the Delmarva unit hydrograph has been utilized in computing stormwater runoff. All significant land features and structures, such as an on-site depression have been accounted for. The pervious and impervious surfaces have been calculated separately to compute the rates and volume of runoff from the site. County specific data has been utilized to determine the precipitation depths. The current and future precipitation depths have been calculated and utilized.", "reading_order": 11 }, { "id": "p17.13", "order": 32, "type": "footer", "bbox": { "l": 56.4, "t": 43.2, "r": 158.16, "b": 21.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 12 }, { "id": "p17.14", "order": 33, "type": "footer", "bbox": { "l": 506.16, "t": 39.12, "r": 556.32, "b": 27.12 }, "text": "15 | Page", "attrs": { "block_label": "number" }, "reading_order": 13 } ] }, { "document_id": 12617, "page": 18, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 49, "counts_by_type": { "footer": 2, "table": 1, "table_cell": 41, "text": 4, "title": 1 }, "build_ms": 8, "items": [ { "id": "p18.1", "order": 1, "type": "title", "bbox": { "l": 208.8, "t": 777.84, "r": 403.44, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p18.2", "order": 2, "type": "text", "bbox": { "l": 87.36, "t": 688.08, "r": 532.56, "b": 645.84 }, "text": "(2) In calculating stormwater runoff using the NRCS methodology, the appropriate 24-hour rainfall depths as developed for the parcel by the National Oceanic and Atmospheric Administration shall be utilized.", "reading_order": 1 }, { "id": "p18.3", "order": 3, "type": "text", "bbox": { "l": 104.4, "t": 644.4, "r": 519.84, "b": 615.6 }, "text": "The Ocean County 24-hour rainfall depths provided in the NJDEP BMP Manual Chapter 5 have been utilized which have been developed from NOAA Atlas 14.", "reading_order": 2 }, { "id": "p18.4", "order": 4, "type": "text", "bbox": { "l": 87.12, "t": 600.24, "r": 553.2, "b": 542.88 }, "text": "iii. Runoff shall meet the requirements at N.J.A.C. 7:8-5.6 and (a) 6iii(1) and (2) below:\nRunoff will meet the stormwater runoff quantity standards of N.J.A.C. 7:8-5.6 by meeting peak rate reductions per of N.J.A.C. 7:8-5.6(b)3. for each point of analysis as outlined below:", "reading_order": 3 }, { "id": "p18.5", "order": 5, "type": "text", "bbox": { "l": 120.72, "t": 527.52, "r": 556.08, "b": 425.04 }, "text": "Design stormwater management measures so that the post-construction peak runoff rates for the current and projected two-, 10-, and 100-year storm events, as defined and determined pursuant to N.J.A.C. 7:8-5.7(c) and (d), respectively, are 50, 75, and 80 percent, respectively, of the pre-construction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed.", "reading_order": 4 }, { "id": "p18.6", "order": 6, "type": "table", "bbox": { "l": 82.32, "t": 412.56, "r": 431.04, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 15, "n_cols": 3, "integrity": { "cells_checked": 41, "cells_flagged": 0 } }, "children": [ { "id": "p18.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 102.000362, "t": 408.716957, "r": 421.149802, "b": 398.361441 }, "text": "PEAK RUNOFF COMPARISON – CURRENT ADJUSTED (CFS)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p18.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 101.999959, "t": 393.716963, "r": 125.915583, "b": 383.361447 }, "text": "POA", "attrs": { "row": 1, "col": 0, "rowspan": 1, 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In addition, stormwater runoff shall not be directed in such a way as to increase the volume and rate of discharge into any wetland, wetlands transition area, or surface waterbody from that which existed prior to development of the parcel; and.", "reading_order": 2 }, { "id": "p19.4", "order": 10, "type": "text", "bbox": { "l": 104.16, "t": 524.88, "r": 543.84, "b": 496.32 }, "text": "There will be no direct discharge of stormwater runoff onto any wetlands, wetlands transition area, or surface waterbody.", "reading_order": 3 }, { "id": "p19.5", "order": 11, "type": "text", "bbox": { "l": 88.32, "t": 481.44, "r": 552.24, "b": 437.28 }, "text": "(2) To the maximum extent practical, there shall be no direct discharge of stormwater runoff onto farm fields to protect farm crops from damage due to flooding, erosion, and long-term saturation of cultivated crops and cropland.", "reading_order": 4 }, { "id": "p19.6", "order": 12, "type": "heading", "bbox": { "l": 87.84, "t": 422.64, "r": 210, "b": 410.16 }, "text": "iv. Recharge standards:", "level": 3, "reading_order": 5 }, { "id": "p19.7", "order": 13, "type": "text", "bbox": { "l": 88.08, "t": 408.24, "r": 558, "b": 366.48 }, "text": "(1) For all major development, as defined at N.J.A.C. 7:50-2.11, the total runoff volume generated from the net increase in impervious surfaces by a 10-year, 24-hour storm shall be retained and infiltrated onsite;", "reading_order": 6 }, { "id": "p19.8", "order": 14, "type": "text", "bbox": { "l": 102.96, "t": 364.08, "r": 559.68, "b": 277.44 }, "text": "The total runoff volume generated from the net increase in impervious surfaces by a 10-year, 24-hour storm is designed to be retained and infiltrated onsite. All the proposed impervious surfaces are designed to be routed to the proposed infiltration basins. The lowest outlet for all the basins is proposed above the 10-year water surface elevation, to ensure the 10-year storm is fully infiltrated. The lowest outlet and 10-year water surface for each basin is summarized below.", "reading_order": 7 }, { "id": "p19.9", "order": 15, "type": "table", "bbox": { "l": 106.56, "t": 263.04, "r": 547.92, "b": 196.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p19.9.1", "order": 16, "type": "table_cell", "bbox": { "l": 114.599006, "t": 258.59701700000005, "r": 142.085496, "b": 198.80151999999998 }, "text": "Basin\n1\n2\n3", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p19.9.2", "order": 17, "type": "table_cell", "bbox": { "l": 182.280818, "t": 258.59701700000005, "r": 379.271677, "b": 198.80151999999998 }, "text": "Proposed 10-Year Storm Basin WSE (ft)\n87.01\n92.72\n91.01", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p19.9.3", "order": 18, "type": "table_cell", "bbox": { "l": 400.924231, "t": 258.59701700000005, "r": 532.987757, "b": 198.80151999999998 }, "text": "Lowest Outlet Elevation (ft)\n88.00\n93.65\n92.75", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p19.10", "order": 19, "type": "text", "bbox": { "l": 87.84, "t": 182.4, "r": 552.24, "b": 139.92 }, "text": "(5) In high pollutant loading areas (HPLA) and areas where stormwater runoff is exposed to source material, as defined at N.J.A.C. 7:8-5.4(b)3i and ii, the following additional water quality standards shall apply:", "reading_order": 9 }, { "id": "p19.11", "order": 20, "type": "text", "bbox": { "l": 88.08, "t": 138.24, "r": 442.32, "b": 124.8 }, "text": "There will not be any HPLC or exposure to source materials onsite.", "reading_order": 10 }, { "id": "p19.12", "order": 21, "type": "text", "bbox": { "l": 86.88, "t": 123.36, "r": 558.72, "b": 51.6 }, "text": "(6) For all major development, as defined at N.J.A.C. 7:50-2.11, stormwater management measures shall be designed to achieve a minimum of 65 percent reduction of the post-construction total nitrogen load from the developed site, including those permanent lawn or turf areas that are specifically intended for active human use as described at N.J.A.C. 7:50-6.24(c)3, in stormwater runoff generated from the water quality design storm. In achieving a minimum 65", "reading_order": 11 }, { "id": "p19.13", "order": 22, "type": "footer", "bbox": { "l": 56.64, "t": 43.2, "r": 157.92, "b": 21.6 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 12 }, { "id": "p19.14", "order": 23, "type": "footer", "bbox": { "l": 506.4, "t": 39.12, "r": 556.32, "b": 27.36 }, "text": "17|Page", "attrs": { "block_label": "number" }, "reading_order": 13 } ] }, { "document_id": 12617, "page": 20, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "footer": 2, "header": 1, "list": 1, "list_item": 2, "text": 6 }, "build_ms": 2, "items": [ { "id": "p20.1", "order": 1, "type": "header", "bbox": { "l": 208.32, "t": 777.6, "r": 403.44, "b": 735.12 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p20.2", "order": 2, "type": "text", "bbox": { "l": 86.88, "t": 702, "r": 557.28, "b": 645.6 }, "text": "percent reduction of total nitrogen, the design of the site shall include green infrastructure in accordance with the BMP Manual and shall optimize nutrient removal. The minimum 65 percent total nitrogen reduction may be achieved by using a singular stormwater management measure or multiple stormwater management measures in series.", "reading_order": 1 }, { "id": "p20.3", "order": 3, "type": "text", "bbox": { "l": 85.92, "t": 643.68, "r": 560.4, "b": 528.72 }, "text": "The runoff from the site will be treated to a minimum of 65 percent reduction of the post-construction total nitrogen load. The runoff from the area is designed to be routed through bioretention basins or porous pavement and then to infiltration basins. The bioretention basins will reduce the nitrogen load by 30%, and the infiltration basins will reduce the remaining nitrogen load by 50%, for a total reduction of 65%, which meets the required reduction. The porous pavement will reduce the nitrogen load by 50%, and the infiltration basins will reduce the remaining nitrogen load by 50%, for a total reduction of 75%, which meets the required reduction. Runoff from roof areas will be piped directly into subsurface infiltration basins.", "reading_order": 2 }, { "id": "p20.4", "order": 4, "type": "text", "bbox": { "l": 85.92, "t": 517.68, "r": 560.64, "b": 452.64 }, "text": "In accordance with N.J.A.C. 7:8-5.5(b) stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm by eighty percent TSS removal of the anticipated load, expressed as an annual average for the stormwater runoff from the net increase of motor vehicle surface.", "reading_order": 3 }, { "id": "p20.5", "order": 5, "type": "text", "bbox": { "l": 85.92, "t": 441.6, "r": 560.64, "b": 389.52 }, "text": "The site has a total proposed motor vehicle surface of 0.79 acres. The roads, driveways, and lawn area drain into bioretention basins or porous pavement (80% TSS removal) and then subsurface infiltration basins (80% TSS removal), which will act in series and provide a combined 96% TSS removal.", "reading_order": 4 }, { "id": "p20.6", "order": 6, "type": "list", "bbox": { "l": 86.64, "t": 363.36, "r": 548.88, "b": 306.96 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p20.6.1", "order": 7, "type": "list_item", "bbox": { "l": 86.88, "t": 363.36, "r": 479.04, "b": 350.4 }, "text": "Stormwater management measure design, siting and construction standards:", "marker": "v.", "reading_order": 0 }, { "id": "p20.6.2", "order": 8, "type": "list_item", "bbox": { "l": 86.64, "t": 349.68, "r": 548.88, "b": 306.96 }, "text": "Stormwater management measures designed to infiltrate stormwater shall be designed, constructed, and maintained to provide a minimum separation of at least two feet between the elevation of the lowest point of infiltration and the seasonal high water table;", "marker": "(1)", "reading_order": 1 } ], "reading_order": 5 }, { "id": "p20.7", "order": 9, "type": "text", "bbox": { "l": 86.64, "t": 305.04, "r": 558.48, "b": 217.92 }, "text": "The stormwater management measures will provide a minimum separation of at least two feet between the elevation of the lowest point of infiltration and the seasonal high-water table. All the proposed stormwater management infiltration basins have been designed by setting the basin bottom at a minimum of two feet above the seasonal high-water table. The basin bottom and seasonal high-water table elevations for each basin or porous pavement area are included in the Green Infrastructure section below.", "reading_order": 6 }, { "id": "p20.8", "order": 10, "type": "text", "bbox": { "l": 86.64, "t": 203.76, "r": 559.92, "b": 58.08 }, "text": "(2) Stormwater management measures shall be sited in suitable soils verified by testing to have permeability rates between one and 20 inches per hour. A factor of safety of two shall be applied to the soil's permeability rate in determining the measure's design permeability rate. If such soils do not exist on the parcel proposed for development or if it is demonstrated that it is not practical for engineering, environmental, or safety reasons to site the stormwater infiltration measure(s) in such soils, the stormwater infiltration measure(s) may be sited in soils verified by testing to have permeability rates in excess of 20 inches per hour, provided that stormwater is routed through a bioretention system prior to infiltration. Said bioretention system shall be designed, installed and maintained in accordance with the New Jersey Stormwater Best Management Practices Manual;", "reading_order": 7 }, { "id": "p20.9", "order": 11, "type": "footer", "bbox": { "l": 56.4, "t": 43.44, "r": 157.92, "b": 21.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p20.10", "order": 12, "type": "footer", "bbox": { "l": 506.16, "t": 39.12, "r": 556.56, "b": 27.12 }, "text": "18 | Page", "attrs": { "block_label": "number" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 21, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 16, "counts_by_type": { "caption": 1, "footer": 2, "table": 1, "table_cell": 6, "text": 6 }, "build_ms": 4, "items": [ { "id": "p21.1", "order": 1, "type": "text", "bbox": { "l": 208.32, "t": 777.84, "r": 403.68, "b": 734.88 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p21.2", "order": 2, "type": "text", "bbox": { "l": 86.64, "t": 702.24, "r": 559.2, "b": 497.76 }, "text": "A factor of safety of two has been applied to the soil's permeability rate. The majority of the site has soils with permeability which exceeds 20 in/hr. Therefore, it is not possible to site the proposed stormwater measures in areas with tested permeability of between 1-20 in/hr. Per the CMP, infiltration measure(s) may be sited in soils verified by testing to have permeability rates in excess of 20 inches per hour, provided that stormwater is routed through a bioretention system prior to infiltration. The majority of the site runoff to the basins will be pretreated using bioretention basins prior to infiltration. The bioretention basins have been designed in accordance with the New Jersey Stormwater Best Management Practices Manual. In areas where it is not practical to route through bioretention, and instead is routed through porous pavement, it is proposed to replace 36\" of soil below the basin with K4 soils with a permeability rate of up to 20 in/hr (for Subsurface Infiltration Basin 3), in accordance with guidance received from the Commission. The replacement soil will extend up the sides of the basin to the elevation of the lowest outlet.", "reading_order": 1 }, { "id": "p21.3", "order": 3, "type": "text", "bbox": { "l": 86.88, "t": 484.8, "r": 558.24, "b": 354.72 }, "text": "(3) For all major development, as defined at N.J.A.C. 7:50-2.11, groundwater mounding analysis shall be required for purposes of assessing the hydraulic impacts of mounding of the water table resulting from infiltration of stormwater runoff from the maximum storm designed for infiltration. The mounding analysis shall provide details and supporting documentation on the methodology used. Groundwater mounds shall not cause stormwater or groundwater to breakout to the land surface or cause adverse impacts to adjacent water bodies, wetlands, or subsurface structures, including, but not limited to basements and septic systems. Where the mounding analysis identifies adverse impacts, the stormwater management measure shall be redesigned or relocated, as appropriate;", "reading_order": 2 }, { "id": "p21.4", "order": 4, "type": "text", "bbox": { "l": 86.4, "t": 353.52, "r": 553.2, "b": 311.04 }, "text": "Groundwater mounding analysis has been conducted for all proposed infiltration basins on site using the USGS Hantush spreadsheet in accordance with NJDEP BMP Manual Chapter 13.", "reading_order": 3 }, { "id": "p21.5", "order": 5, "type": "text", "bbox": { "l": 86.64, "t": 309.6, "r": 556.32, "b": 207.6 }, "text": "The proposed GI has been modeled using infiltration for all storm events. Therefore, the groundwater mounding analysis has been performed for the future 100-year infiltration volume as calculated by HydroCAD. The results of the analysis confirm that the groundwater mounds will not impact the function of the basin or have any impact to subsurface structures. As the groundwater mounding for the 100-year infiltration volume will not cause any adverse effects, mounding for the smaller storms will also not cause any adverse effects.", "reading_order": 4 }, { "id": "p21.6", "order": 6, "type": "caption", "bbox": { "l": 101.04, "t": 193.2, "r": 375.84, "b": 180.24 }, "text": "GROUNDWATER MOUNDING MODELING CRITERIA", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p21.7", "order": 7, "type": "table", "bbox": { "l": 88.32, "t": 180.96, "r": 529.68, "b": 88.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p21.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 103.199959, "t": 175.55705, "r": 243.246264, "b": 120.08155199999999 }, "text": "Criteria\nR-Recharge Rate\nSy-Specific Yield\nKh-Horizontal conductivity", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p21.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 305.516631, "t": 175.55705, "r": 359.332677, "b": 120.08155199999999 }, "text": "Value\nSee below\n0.15\n5xR", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p21.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 383.401863, "t": 175.55705, "r": 458.769891, "b": 120.08155199999999 }, "text": "Notes\nPer Geotech\nDefault\nCoastal Plains", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p21.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 103.199959, "t": 115.31707400000005, "r": 268.452257, "b": 90.44156399999997 }, "text": "hi-Initial Thickness of saturated zone", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p21.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 305.520297, "t": 108.117077, "r": 334.214655, "b": 97.76156100000003 }, "text": "34 FT", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p21.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 383.403936, "t": 108.117077, "r": 508.690415, "b": 97.76156100000003 }, "text": "Per Deep Boring results", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 6 }, { "id": "p21.8", "order": 14, "type": "text", "bbox": { "l": 87.12, "t": 73.68, "r": 516.96, "b": 45.6 }, "text": "Detailed analysis, supporting documentation, and methodology is included in the appendix.", "reading_order": 7 }, { "id": "p21.9", "order": 15, "type": "footer", "bbox": { "l": 56.88, "t": 42.96, "r": 157.92, "b": 21.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p21.10", "order": 16, "type": "footer", "bbox": { "l": 506.16, "t": 38.88, "r": 556.32, "b": 27.36 }, "text": "19|Page", "attrs": { "block_label": "number" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 22, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "footer": 2, "heading": 2, "text": 6, "title": 1 }, "build_ms": 1, "items": [ { "id": "p22.1", "order": 1, "type": "title", "bbox": { "l": 208.56, "t": 777.84, "r": 403.68, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p22.2", "order": 2, "type": "text", "bbox": { "l": 86.64, "t": 688.08, "r": 547.68, "b": 645.6 }, "text": "(4) The use of stormwater management measures that are smaller in size and distributed spatially throughout a parcel, rather than the use of a single, larger stormwater management measure, shall be required;", "reading_order": 1 }, { "id": "p22.3", "order": 3, "type": "text", "bbox": { "l": 86.88, "t": 644.16, "r": 552.96, "b": 615.12 }, "text": "The project proposes multiple small scale stormwater management measures which are distributed throughout the site which each drain less than 2.5 acres.", "reading_order": 2 }, { "id": "p22.4", "order": 4, "type": "text", "bbox": { "l": 86.4, "t": 600.48, "r": 559.2, "b": 557.28 }, "text": "(5) Methods of treating stormwater prior to entering any stormwater management measure shall be incorporated into the design of the stormwater management measure to the maximum extent practical;", "reading_order": 3 }, { "id": "p22.5", "order": 5, "type": "text", "bbox": { "l": 86.64, "t": 542.88, "r": 559.2, "b": 498 }, "text": "The stormwater runoff will be pretreated. All of the site runoff to the small-scale infiltration basins will be pretreated using bioretention basins or porous pavement. All the roof runoff to the small-scale infiltration basins will be pretreated with leaf screens.", "reading_order": 4 }, { "id": "p22.6", "order": 6, "type": "heading", "bbox": { "l": 51.6, "t": 472.32, "r": 267.84, "b": 455.76 }, "text": "County ROW Improvements", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p22.7", "order": 7, "type": "text", "bbox": { "l": 50.16, "t": 441.84, "r": 560.4, "b": 376.32 }, "text": "South Hope Chapel Road is proposed to be widened along the project frontage. The proposed widening will add 6,402.44 sf of additional asphalt pavement and 1,861.45 sf of additional sidewalk on South Hope Chapel Road. An underground basin consisting of 60 linear feet of 24\" perforated HDPE in South Hope Chapel Road is proposed to manage the increase in runoff. These basins are designed to fully infiltrate the increased runoff occurring during a 2-year storm, as per the County requirements.", "reading_order": 6 }, { "id": "p22.8", "order": 8, "type": "heading", "bbox": { "l": 51.84, "t": 365.28, "r": 142.32, "b": 348 }, "text": "Conclusion", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p22.9", "order": 9, "type": "text", "bbox": { "l": 50.64, "t": 334.56, "r": 559.92, "b": 294.24 }, "text": "The proposed development and stormwater management measures have been designed in compliance with the applicable Pinelands Commission regulations with regard to stormwater quantity, quality, and groundwater recharge requirements.", "reading_order": 8 }, { "id": "p22.10", "order": 10, "type": "footer", "bbox": { "l": 55.92, "t": 44.16, "r": 158.16, "b": 20.4 }, "text": "E Civil Core", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p22.11", "order": 11, "type": "footer", "bbox": { "l": 505.92, "t": 39.12, "r": 556.32, "b": 26.88 }, "text": "20 | Page", "attrs": { "block_label": "number" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 23, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p23.1", "order": 1, "type": "text", "bbox": { "l": 207.84, "t": 770.4, "r": 404.4, "b": 727.68 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p23.2", "order": 2, "type": "text", "bbox": { "l": 51.12, "t": 682.8, "r": 203.52, "b": 664.08 }, "text": "Appendix A – Maps", "reading_order": 1 } ] }, { "document_id": 12617, "page": 24, "width": 792, "height": 612, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 2, "header": 3, "text": 2 }, "build_ms": 0, "items": [ { "id": "p24.1", "order": 1, "type": "header", "bbox": { "l": 676.08, "t": 36.96, "r": 722.16, "b": 16.56 }, "text": "7/9/2024\nPage 1 of 4", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p24.2", "order": 2, "type": "header", "bbox": { "l": 334.56, "t": 36.48, "r": 456.48, "b": 16.8 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p24.3", "order": 3, "type": "header", "bbox": { "l": 98.64, "t": 36.24, "r": 184.08, "b": 17.52 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p24.4", "order": 4, "type": "figure", "bbox": { "l": 71.04, "t": 35.04, "r": 89.76, "b": 20.16 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image" }, "reading_order": 3 }, { "id": "p24.5", "order": 5, "type": "figure", "bbox": { "l": 53.28, "t": 580.56, "r": 748.8, "b": 37.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 4 }, { "id": "p24.6", "order": 6, "type": "text", "bbox": { "l": 47.28, "t": 574.56, "r": 85.2, "b": 122.4 }, "text": "4435870 4435900 4435930 4435960 4435990", "attrs": { "block_label": "aside_text" }, "reading_order": 5 }, { "id": "p24.7", "order": 7, "type": "text", "bbox": { "l": 40.56, "t": 150, "r": 82.56, "b": 117.84 }, "text": "4435840\n40°4'13\"N", "attrs": { "block_label": "aside_text" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 25, "width": 792, "height": 612, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 18, "counts_by_type": { "figure": 1, "footer": 4, "form_field": 1, "header": 1, "heading": 2, "text": 9 }, "build_ms": 2, "items": [ { "id": "p25.1", "order": 1, "type": "header", "bbox": { "l": 302.64, "t": 576.72, "r": 489.6, "b": 556.08 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey (prop bndry)", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p25.2", "order": 2, "type": "heading", "bbox": { "l": 224.4, "t": 522.24, "r": 307.92, "b": 508.08 }, "text": "MAP LEGEND", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p25.3", "order": 3, "type": "text", "bbox": { "l": 141.6, "t": 494.88, "r": 216.24, "b": 485.04 }, "text": "Area of Interest (AOI)", "reading_order": 2 }, { "id": "p25.4", "order": 4, "type": "text", "bbox": { "l": 288.24, "t": 494.88, "r": 321.12, "b": 483.36 }, "text": "□ C", "children": [ { "id": "p25.4.1", "order": 5, "type": "form_field", "bbox": { "l": 288.24, "t": 494.88, "r": 299.76, "b": 483.36 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ C", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p25.4", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 3 }, { "id": "p25.5", "order": 6, "type": "figure", "bbox": { "l": 145.2, "t": 491.28, "r": 390.48, "b": 120 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area of Interest (AOI)\nC/D\nSoils\nD\nSoil Rating Polygons\nA Not rated or not available\nA/D Water Features\nStreams and Canals\nB\nTransportation\nB/D\nRails\nC\nInterstate Highways\nC/D\nUS Routes\nD\nMajor Roads\nNot rated or not available\nLocal Roads\nSoil Rating Lines\nBackground\nA\nAerial Photography\nA/D\nB\nB/D\nC\nC/D\nD\nNot rated or not available\nSoil Rating Points\nA\nA/D\nB\nB/D" }, "reading_order": 4 }, { "id": "p25.6", "order": 7, "type": "text", "bbox": { "l": 142.08, "t": 468, "r": 162, "b": 459.12 }, "text": "Soils", "reading_order": 5 }, { "id": "p25.7", "order": 8, "type": "text", "bbox": { "l": 158.88, "t": 130.32, "r": 197.76, "b": 118.8 }, "text": "B/D", "reading_order": 6 }, { "id": "p25.8", "order": 9, "type": "heading", "bbox": { "l": 531.6, "t": 522.24, "r": 649.2, "b": 508.08 }, "text": "MAP INFORMATION", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p25.9", "order": 10, "type": "text", "bbox": { "l": 470.88, "t": 496.32, "r": 677.04, "b": 475.68 }, "text": "The soil surveys that comprise your AOI were mapped at 1:24,000.", "reading_order": 8 }, { "id": "p25.10", "order": 11, "type": "text", "bbox": { "l": 471.12, "t": 467.04, "r": 647.28, "b": 455.04 }, "text": "Warning: Soil Map may not be valid at this scale.", "reading_order": 9 }, { "id": "p25.11", "order": 12, "type": "text", "bbox": { "l": 470.88, "t": 450.96, "r": 700.56, "b": 401.76 }, "text": "Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.", "reading_order": 10 }, { "id": "p25.12", "order": 13, "type": "text", "bbox": { "l": 470.64, "t": 392.16, "r": 673.68, "b": 371.76 }, "text": "Please rely on the bar scale on each map sheet for map measurements.", "reading_order": 11 }, { "id": "p25.13", "order": 14, "type": "text", "bbox": { "l": 470.64, "t": 367.2, "r": 705.6, "b": 137.28 }, "text": "Source of Map: Natural Resources Conservation Service\nWeb Soil Survey URL:\nCoordinate System: Web Mercator (EPSG:3857)\nMaps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.\nThis product is generated from the USDA-NRCS certified data as of the version date(s) listed below.\nSoil Survey Area: Ocean County, New Jersey\nSurvey Area Data: Version 21, Aug 29, 2023\nSoil map units are labeled (as space allows) for map scales 1:50,000 or larger.\nDate(s) aerial images were photographed: Jun 4, 2022—Jul 22, 2022\nThe orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.", "reading_order": 12 }, { "id": "p25.14", "order": 15, "type": "footer", "bbox": { "l": 70.56, "t": 35.52, "r": 90, "b": 20.64 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 13 }, { "id": "p25.15", "order": 16, "type": "footer", "bbox": { "l": 99.12, "t": 36.24, "r": 184.08, "b": 17.28 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 14 }, { "id": "p25.16", "order": 17, "type": "footer", "bbox": { "l": 335.28, "t": 36.24, "r": 456.24, "b": 16.8 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 15 }, { "id": "p25.17", "order": 18, "type": "footer", "bbox": { "l": 677.76, "t": 36.48, "r": 721.44, "b": 16.56 }, "text": "7/9/2024\nPage 2 of 4", "attrs": { "block_label": "footer" }, "reading_order": 16 } ] }, { "document_id": 12617, "page": 26, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footer": 4, "header": 2, "heading": 1, "table": 1, "table_cell": 23, "text": 1 }, "build_ms": 1, "items": [ { "id": "p26.1", "order": 1, "type": "header", "bbox": { "l": 34.32, "t": 756.72, "r": 220.56, "b": 745.92 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p26.2", "order": 2, "type": "header", "bbox": { "l": 536.16, "t": 756, "r": 577.44, "b": 745.92 }, "text": "prop bndry", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p26.3", "order": 3, "type": "heading", "bbox": { "l": 124.56, "t": 699.84, "r": 287.04, "b": 682.32 }, "text": "Hydrologic Soil Group", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p26.4", "order": 4, "type": "table", "bbox": { "l": 71.04, "t": 646.08, "r": 540, "b": 491.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 23, "cells_flagged": 0 } }, "children": [ { "id": "p26.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 87.082, "t": 635.78531, "r": 150.202, "b": 626.85731 }, "text": "Map unit symbol", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p26.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 183.922, "t": 635.78531, "r": 239.93, "b": 626.85731 }, "text": "Map unit name", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p26.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 292.75399, "t": 635.78531, "r": 317.64199, "b": 626.85731 }, "text": "Rating", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p26.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 374.87399, "t": 635.78531, "r": 422.88999, "b": 626.85731 }, "text": "Acres in AOI", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p26.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 465.17798, "t": 635.78531, "r": 520.74598, "b": 626.85731 }, "text": "Percent of AOI", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p26.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 74.45, "t": 618.68531, "r": 97.57, "b": 609.75731 }, "text": "AtsAO", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p26.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 167.73, "t": 618.68531, "r": 243.898, "b": 580.95731 }, "text": "Atsion sand, 0 to 2 percent slopes, Northern Tidewater Area", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p26.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 261.01, "t": 618.68531, "r": 274.346, "b": 609.75731 }, "text": "A/D", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p26.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 431.74598, "t": 618.68531, "r": 442.86598, "b": 609.75731 }, "text": "0.1", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p26.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 518.71397, "t": 618.68531, "r": 536.94597, "b": 609.75731 }, "text": "1.5%", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p26.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 74.45, "t": 574.18531, "r": 100.234, "b": 565.25731 }, "text": "DocBO", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p26.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 167.73, "t": 574.18531, "r": 247.314, "b": 536.45731 }, "text": "Downer loamy sand, 0 to 5 percent slopes, Northern Tidewater Area", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p26.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 261.01, "t": 574.18531, "r": 266.346, "b": 565.25731 }, "text": "A", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p26.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 431.74598, "t": 574.18531, "r": 442.86598, "b": 565.25731 }, "text": "4.5", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p26.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 514.26597, "t": 574.18531, "r": 536.94597, "b": 565.25731 }, "text": "96.8%", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p26.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 74.45, "t": 529.68532, "r": 97.122, "b": 520.7573199999999 }, "text": "GamB", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p26.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 167.73, "t": 529.68532, "r": 252.65, "b": 511.15732 }, "text": "Galloway loamy sand, 0 to 5 percent slopes", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p26.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 261.01, "t": 529.68532, "r": 274.346, "b": 520.7573199999999 }, "text": "A/D", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p26.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 431.74598, "t": 529.68532, "r": 442.86598, "b": 520.7573199999999 }, "text": "0.1", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p26.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 518.71397, "t": 529.68532, "r": 536.94597, "b": 520.7573199999999 }, "text": "1.7%", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p26.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 74.45, "t": 504.38532, "r": 171.21, "b": 495.45732 }, "text": "Totals for Area of Interest", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p26.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 431.74598, "t": 504.38532, "r": 442.86598, "b": 495.45732 }, "text": "4.7", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p26.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 509.81797, "t": 504.38532, "r": 536.94597, "b": 495.45732 }, "text": "100.0%", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 } ], "reading_order": 3 }, { "id": "p26.5", "order": 28, "type": "text", "bbox": { "l": 544.8, "t": 64.08, "r": 576.96, "b": 55.44 }, "text": "7/9/2024", "attrs": { "block_label": "number" }, "reading_order": 4 }, { "id": "p26.6", "order": 29, "type": "footer", "bbox": { "l": 35.04, "t": 63.6, "r": 53.52, "b": 48.96 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 }, { "id": "p26.7", "order": 30, "type": "footer", "bbox": { "l": 63.12, "t": 63.36, "r": 147.36, "b": 44.4 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 6 }, { "id": "p26.8", "order": 31, "type": "footer", "bbox": { "l": 245.28, "t": 63.6, "r": 366, "b": 43.92 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 7 }, { "id": "p26.9", "order": 32, "type": "footer", "bbox": { "l": 533.28, "t": 54, "r": 576.72, "b": 43.92 }, "text": "Page 3 of 4", "attrs": { "block_label": "number" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 27, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 17, "counts_by_type": { "footer": 4, "header": 2, "heading": 2, "text": 9 }, "build_ms": 1, "items": [ { "id": "p27.1", "order": 1, "type": "header", "bbox": { "l": 34.08, "t": 756.96, "r": 220.56, "b": 745.68 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p27.2", "order": 2, "type": "header", "bbox": { "l": 535.92, "t": 756.24, "r": 577.68, "b": 745.68 }, "text": "prop bndry", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p27.3", "order": 3, "type": "heading", "bbox": { "l": 124.08, "t": 700.8, "r": 204.24, "b": 684.48 }, "text": "Description", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p27.4", "order": 4, "type": "text", "bbox": { "l": 122.88, "t": 670.08, "r": 484.56, "b": 619.92 }, "text": "Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms.", "reading_order": 3 }, { "id": "p27.5", "order": 5, "type": "text", "bbox": { "l": 122.88, "t": 610.32, "r": 476.16, "b": 584.88 }, "text": "The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:", "reading_order": 4 }, { "id": "p27.6", "order": 6, "type": "text", "bbox": { "l": 122.88, "t": 574.08, "r": 452.64, "b": 524.88 }, "text": "Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.", "reading_order": 5 }, { "id": "p27.7", "order": 7, "type": "text", "bbox": { "l": 122.88, "t": 514.08, "r": 471.6, "b": 464.4 }, "text": "Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission.", "reading_order": 6 }, { "id": "p27.8", "order": 8, "type": "text", "bbox": { "l": 122.88, "t": 454.08, "r": 483.36, "b": 404.88 }, "text": "Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.", "reading_order": 7 }, { "id": "p27.9", "order": 9, "type": "text", "bbox": { "l": 122.88, "t": 394.32, "r": 469.44, "b": 332.16 }, "text": "Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.", "reading_order": 8 }, { "id": "p27.10", "order": 10, "type": "text", "bbox": { "l": 122.88, "t": 322.32, "r": 486.24, "b": 284.88 }, "text": "If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.", "reading_order": 9 }, { "id": "p27.11", "order": 11, "type": "heading", "bbox": { "l": 124.08, "t": 276.96, "r": 227.76, "b": 260.64 }, "text": "Rating Options", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 10 }, { "id": "p27.12", "order": 12, "type": "text", "bbox": { "l": 122.64, "t": 246.72, "r": 321.6, "b": 197.04 }, "text": "Aggregation Method: Dominant Condition\nComponent Percent Cutoff: None Specified\nTie-break Rule: Higher", "reading_order": 11 }, { "id": "p27.13", "order": 13, "type": "text", "bbox": { "l": 544.32, "t": 64.08, "r": 576.96, "b": 55.44 }, "text": "7/9/2024", "attrs": { "block_label": "number" }, "reading_order": 12 }, { "id": "p27.14", "order": 14, "type": "footer", "bbox": { "l": 39.12, "t": 63.84, "r": 148.32, "b": 44.4 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 13 }, { "id": "p27.15", "order": 15, "type": "footer", "bbox": { "l": 35.04, "t": 63.6, "r": 53.76, "b": 48.96 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 14 }, { "id": "p27.16", "order": 16, "type": "footer", "bbox": { "l": 245.28, "t": 63.6, "r": 366, "b": 43.92 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 15 }, { "id": "p27.17", "order": 17, "type": "footer", "bbox": { "l": 533.28, "t": 54, "r": 576.96, "b": 43.92 }, "text": "Page 4 of 4", "attrs": { "block_label": "number" }, "reading_order": 16 } ] }, { "document_id": 12617, "page": 28, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p28.1", "order": 1, "type": "text", "bbox": { "l": 207.6, "t": 770.88, "r": 404.64, "b": 726.96 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p28.2", "order": 2, "type": "text", "bbox": { "l": 50.64, "t": 695.28, "r": 383.52, "b": 675.6 }, "text": "Appendix B – Existing Conditions Analysis", "reading_order": 1 } ] }, { "document_id": 12617, "page": 29, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 1, "table": 2, "table_cell": 5, "text": 1 }, "build_ms": 0, "items": [ { "id": "p29.1", "order": 1, "type": "figure", "bbox": { "l": 57.12, "t": 736.32, "r": 546.24, "b": 54.24 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 0 }, { "id": "p29.2", "order": 2, "type": "table", "bbox": { "l": 58.56, "t": 736.32, "r": 541.68, "b": 694.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "skipped": 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"row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p30.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 372.360008, "t": 661.126246, "r": 388.24797, "b": 650.1188589999999 }, "text": "B/B", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p30.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 401.759995, "t": 661.126246, "r": 437.204817, "b": 636.318852 }, "text": "Depth (inches)", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p30.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 450.720016, "t": 661.126246, "r": 472.705124, "b": 650.1188589999999 }, "text": "AMC", "attrs": { "row": 0, "col": 8, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p30.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 92.76, "t": 629.926241, "r": 98.243967, "b": 549.918854 }, "text": "1\n2\n3\n4\n5\n6", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p30.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 111.69744, "t": 629.926241, "r": 155.215447, "b": 549.918854 }, "text": "2 YR-C\n2 YR-F\n10 YR-C\n10 YR-F\n100 YR-C\n100 YR-F", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p30.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 168.708373, "t": 629.926241, "r": 222.829221, "b": 549.918854 }, "text": "NOAA 24-hr\nNOAA 24-hr\nNOAA 24-hr\nNOAA 24-hr\nNOAA 24-hr\nNOAA 24-hr", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p30.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 236.274333, "t": 629.926241, "r": 243.43355, "b": 549.918854 }, "text": 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129.337286, "b": 536.1188589999999 }, "text": "0.830\n0.110\n0.140\n0.060\n0.050\n12.610\n7.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p31.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 154.986658, "t": 629.926241, "r": 165.990626, "b": 536.1188589999999 }, "text": "61\n96\n98\n98\n98\n78\n55", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p31.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 186.21521, "t": 629.926241, "r": 453.552408, "b": 536.1188589999999 }, "text": ">75% Grass cover, Good, HSG B (5S, 12S, 14S, 17S)\nGravel surface, HSG B (12S)\nPaved parking, HSG B (5S, 6S)\nRoofs, HSG A (5S)\nRoofs, HSG B (12S, 14S, 17S)\nRow crops, straight row, Good, HSG B (1S, 3S, 6S, 19S)\nWoods, Good, HSG B (1S, 3S, 5S, 6S, 12S, 14S, 17S, 19S)", "attrs": { "row": 1, "col": 2, 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"attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p32.7.46", "order": 53, "type": "table_cell", "bbox": { "l": 486.8914, "t": 412.824, "r": 559.2, "b": 393.36 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 45 } ], "reading_order": 6 }, { "id": "p32.8", "order": 54, "type": "caption", "bbox": { "l": 231.84, "t": 374.4, "r": 379.44, "b": 360.48 }, "text": "Subcatchment 1S: DA-E1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p32.9", "order": 55, "type": "figure", "bbox": { "l": 61.92, "t": 353.04, "r": 550.8, "b": 88.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n5 Runoff\n4.60 cfs\nNOAA 24-hr D\n4 2 YR-C Rainfall=3.41\"\nRunoff Area=8.220 ac\nRunoff Volume=0.848 af\n3\n(cfs) Runoff Depth=1.24\"\nFlow Flow Length=731'\nTc=23.6 min\n2\nCN=75/0\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 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"embedded_text": "Hydrograph\nRunoff\n1.93 cfs\n2\nNOAA 24-hr D\n2 YR-C Rainfall=3.41\"\nRunoff Area=6.010 ac\nRunoff Volume=0.377 af\n(cfs) Runoff Depth=0.75\"\nFlow Flow Length=753'\n1\nTc=19.3 min\nCN=66/0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 34, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 54, "counts_by_type": { "caption": 2, "figure": 1, "header": 3, "table": 1, "table_cell": 44, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p34.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 560.88, "b": 703.92 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 6", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p34.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 390, "b": 699.6 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p34.3", "order": 3, "type": "header", "bbox": { "l": 522.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 6", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p34.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 419.52, "b": 672.72 }, "text": "Summary for Subcatchment 5S: DA-E3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p34.5", "order": 5, "type": "text", "bbox": { "l": 54.24, "t": 660, "r": 458.16, "b": 634.32 }, "text": "Runoff = 0.57 cfs @ 12.27 hrs, Volume= 0.122 af, Depth= 0.55\"\nRouted to Link 13L : Reduction", "reading_order": 4 }, { "id": "p34.6", 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"caption", "bbox": { "l": 231.36, "t": 362.64, "r": 380.4, "b": 348.48 }, "text": "Subcatchment 5S: DA-E3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p34.9", "order": 53, "type": "caption", "bbox": { "l": 254.4, "t": 342, "r": 305.76, "b": 331.68 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p34.10", "order": 54, "type": "figure", "bbox": { "l": 61.68, "t": 339.6, "r": 552.24, "b": 77.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.6 0.57 cfs\n0.55 NOAA 24-hr D\n0.5 2 YR-C Rainfall=3.41\"\n0.45 Runoff Area=2.650 ac\nRunoff Volume=0.122 af\n0.4\n(cfs) Runoff Depth=0.55\"\n0.35\nFlow Flow Length=239'\n0.3\n0.25\nTc=12.8 min\n0.2\nCN=56/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 35, 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Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p35.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 419.76, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-E2", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p35.5", "order": 5, "type": "text", "bbox": { "l": 54.24, "t": 660.24, "r": 457.68, "b": 634.32 }, "text": "Runoff = 1.28 cfs @ 12.48 hrs, Volume= 0.268 af, Depth= 1.07\"\nRouted to Link 10L : Reduction", "reading_order": 4 }, { "id": "p35.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41\"", "reading_order": 5 }, { "id": "p35.7", "order": 7, "type": "table", "bbox": { "l": 50.88, "t": 588.24, "r": 559.2, "b": 315.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 6, "integrity": { "cells_checked": 49, "cells_flagged": 2, "flags": [ { "row": 6, "col": 5, "coverage": 0, "text": "Sheet Flow, Woods: Light underbrush n=0.400 P2=3.42\" Using …" }, { "row": 10, "col": 5, "coverage": 0, "text": "Shallow Concentrated Flow, Paved Kv=20.3 fps" } ] } }, "children": [ { "id": "p35.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p35.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41\"", "reading_order": 6 }, { "id": "p37.8", "order": 8, "type": "table", "bbox": { "l": 53.04, "t": 587.76, "r": 559.2, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p37.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p37.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p37.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 475.302451, "r": 340.102911, "b": 463.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p37.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 53.04, "t": 571.52, "r": 125.3486, "b": 555.28 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p37.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 487.337871 }, "text": "0.040\n0.110\n0.390\n0.030\n0.570\n0.540\n0.030", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p37.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 487.337871 }, "text": "55\n96\n61\n98\n69\n68\n98", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p37.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 487.337871 }, "text": "Woods, Good, HSG B\nGravel surface, HSG B\n>75% Grass cover, Good, HSG B\nRoofs, HSG B\nWeighted Average\n94.74% Pervious Area\n5.26% Impervious Area", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p37.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 65.040001, "t": 475.302451, "r": 89.40872, "b": 451.337871 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p37.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 100.248415, "t": 475.302451, "r": 132.666767, "b": 451.337871 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p37.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 148.683866, "t": 475.302451, "r": 175.895438, "b": 451.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p37.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 186.552062, "t": 475.302451, "r": 223.968178, "b": 451.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p37.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 234.581918, "t": 475.302451, "r": 275.988028, "b": 451.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p37.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p37.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 74.639998, "t": 449.382452, "r": 89.475992, "b": 437.417872 }, "text": "0.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p37.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 120.82405, "t": 449.382452, "r": 132.68142, "b": 437.417872 }, "text": "45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p37.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 143.445254, "t": 449.382452, "r": 175.863606, "b": 437.417872 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p37.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 203.137703, "t": 449.382452, "r": 223.870219, "b": 437.417872 }, "text": "1.43", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p37.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 342.2743, "t": 441.6, "r": 414.5829, "b": 425.36 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p37.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 473.002733, "b": 425.417872 }, "text": "Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p37.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "2.2", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p37.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 114.927527, "t": 425.382452, "r": 132.68142, "b": 413.417872 }, "text": "376", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p37.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 143.445254, "t": 425.382452, "r": 175.863606, "b": 413.417872 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p37.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 203.137703, "t": 425.382452, "r": 223.870219, "b": 413.417872 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p37.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 342.2743, "t": 425.36, "r": 414.5829, "b": 409.12 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p37.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 286.679993, "t": 425.26245, "r": 425.623588, "b": 401.417872 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p37.8.26", "order": 34, "type": "table_cell", "bbox": { "l": 74.639998, "t": 399.462454, "r": 89.475992, "b": 387.497874 }, "text": "2.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p37.8.27", "order": 35, "type": "table_cell", "bbox": { "l": 114.927527, "t": 399.462454, "r": 132.68142, "b": 387.497874 }, "text": "421", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p37.8.28", "order": 36, "type": "table_cell", "bbox": { "l": 143.445254, "t": 399.462454, "r": 167.029543, "b": 387.497874 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p37.8.29", "order": 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"Subcatchment 12S: DA-E2A", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p37.10", "order": 42, "type": "figure", "bbox": { "l": 62.4, "t": 355.68, "r": 548.4, "b": 88.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.65 0.61 cfs\nNOAA 24-hr D\n0.6\n2 YR-C Rainfall=3.41\"\n0.55\n0.5\nRunoff Area=0.570 ac\n0.45\nRunoff Volume=0.046 af\n0.4\n(cfs) 0.35 Runoff Depth=0.97\"\nFlow 0.3 Flow Length=421'\nTc=2.7 min\n0.25\nCN=68/98\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 38, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 68, "counts_by_type": { "header": 2, "table": 1, "table_cell": 60, "text": 4, "title": 1 }, "build_ms": 5, "items": [ { "id": "p38.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.96, "r": 561.36, "b": 703.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 10", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p38.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.04, "r": 393.6, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p38.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 10", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p38.4", "order": 4, "type": "title", "bbox": { "l": 185.28, "t": 687.36, "r": 427.68, "b": 672.72 }, "text": "Summary for Subcatchment 14S: DA-E3A", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p38.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 659.76, "r": 303.84, "b": 634.08 }, "text": "Runoff = 0.02 cfs @ 12.26 hrs, Volume=\nRouted to Link 15L : Offsite\n0.005 af, Depth= 0.66\"", "reading_order": 4 }, { "id": "p38.6", "order": 6, "type": "text", "bbox": { "l": 341.28, "t": 659.76, "r": 457.68, "b": 646.8 }, "text": "0.005 af, Depth= 0.66\"", "reading_order": 5 }, { "id": "p38.7", "order": 7, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41\"", "reading_order": 6 }, { "id": "p38.8", "order": 8, "type": "table", "bbox": { "l": 50.88, "t": 588, "r": 558.96, "b": 339.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 7, "integrity": { "cells_checked": 47, "cells_flagged": 0 } }, "children": [ { "id": "p38.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p38.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p38.8.3", "order": 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"header", "bbox": { "l": 454.08, "t": 738.96, "r": 563.04, "b": 699.6 }, "text": "YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 12", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p40.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.44, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p40.4", "order": 4, "type": "title", "bbox": { "l": 185.28, "t": 687.36, "r": 427.68, "b": 672.72 }, "text": "Summary for Subcatchment 17S: DA-E4A", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p40.5", "order": 5, "type": "text", "bbox": { "l": 54.24, "t": 660, "r": 457.92, "b": 634.56 }, "text": "Runoff = 0.04 cfs @ 12.48 hrs, Volume=\nRouted to Link 18L : Offsite", "reading_order": 4 }, { "id": "p40.6", "order": 6, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41\"", "reading_order": 6 }, { "id": "p40.8", "order": 8, "type": "table", "bbox": { "l": 50.88, "t": 588.24, "r": 558.96, "b": 315.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 7, "integrity": { "cells_checked": 49, "cells_flagged": 0 } }, "children": [ { "id": "p40.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p40.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p40.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 487.302451, "r": 340.102911, "b": 475.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p40.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 50.88, "t": 569.04, "r": 123.4629, "b": 549.84 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p40.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "0.230\n0.050", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p40.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n61", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p40.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 549.257868 }, "text": "Woods, Good, HSG B\n>75% Grass cover, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p40.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 50.88, "t": 530.64, "r": 123.4629, "b": 511.44 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p40.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 86.399998, "t": 511.302451, "r": 113.029037, "b": 499.337871 }, "text": "0.010", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p40.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p40.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 159.386425, "t": 549.222448, "r": 226.433445, "b": 537.257868 }, "text": "Roofs, HSG B", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p40.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 50.88, "t": 511.44, "r": 123.4629, "b": 492.24 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p40.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 511.337871 }, "text": "0.290\n0.280", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p40.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 511.337871 }, "text": "58\n56", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p40.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 265.350494, "b": 511.337871 }, "text": "Weighted Average\n96.55% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p40.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 50.88, "t": 473.04, "r": 123.4629, "b": 453.84 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p40.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 86.399998, "t": 549.222448, "r": 113.029037, "b": 537.257868 }, "text": "0.010", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p40.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 133.227307, "t": 549.222448, "r": 145.084677, "b": 537.257868 }, "text": "98", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p40.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 159.386425, "t": 511.302451, "r": 270.151678, "b": 499.337871 }, "text": "3.45% Impervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 18 }, { "id": "p40.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 65.040001, "t": 487.302451, "r": 89.40872, "b": 463.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p40.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 100.248415, "t": 487.302451, "r": 132.666767, "b": 463.337871 }, "text": "Length (feet)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p40.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 148.683866, "t": 487.302451, "r": 175.895438, "b": 463.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p40.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 186.552062, "t": 487.302451, "r": 223.968178, "b": 463.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p40.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 234.581918, "t": 487.302451, "r": 275.988028, "b": 463.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p40.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", 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"text": "R-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 14", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p42.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 403.2, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p42.4", "order": 4, "type": "title", "bbox": { "l": 189.36, "t": 687.36, "r": 423.36, "b": 672.72 }, "text": "Summary for Subcatchment 19S: DA-E5", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p42.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 303.84, "b": 634.08 }, "text": "Runoff = 0.26 cfs @ 12.20 hrs, Volume=\nRouted to Link 20L : POA-5\n0.032 af, Depth= 1.06\"", "reading_order": 4 }, { "id": "p42.6", "order": 6, "type": "text", "bbox": { "l": 341.28, "t": 660, "r": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41\"", "reading_order": 6 }, { "id": "p42.8", "order": 8, "type": "table", "bbox": { "l": 53.28, "t": 589.68, "r": 558.72, "b": 411.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 31, "cells_flagged": 0 } }, "children": [ { "id": "p42.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p42.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p42.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p42.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "0.100\n0.260", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p42.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p42.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p42.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "0.360", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p42.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "72", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p42.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p42.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "0.360", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 9 }, { "id": "p42.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "72", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p42.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 11 }, { "id": "p42.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc (min)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p42.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length (feet)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p42.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p42.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p42.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p42.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p42.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "9.0", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p42.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 120.82405, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "35", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p42.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p42.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.07", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p42.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 342.1029, "t": 473.36, "r": 414.3086, "b": 453.9733 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p42.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 512.409343, "b": 449.417872 }, "text": "Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p42.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 74.639998, "t": 449.382452, "r": 89.475992, "b": 437.417872 }, "text": "1.7", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p42.8.26", "order": 34, "type": "table_cell", "bbox": { "l": 114.927527, "t": 449.382452, "r": 132.68142, "b": 437.417872 }, "text": "212", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p42.8.27", "order": 35, "type": "table_cell", "bbox": { "l": 143.445254, "t": 449.382452, "r": 175.863606, "b": 437.417872 }, "text": "0.0100", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p42.8.28", "order": 36, "type": "table_cell", "bbox": { "l": 203.137703, "t": 449.382452, "r": 223.870219, "b": 437.417872 }, "text": "2.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p42.8.29", "order": 37, "type": "table_cell", "bbox": { "l": 342.1029, "t": 453.9733, "r": 414.3086, "b": 434.5867 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p42.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 425.623588, "b": 425.417872 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p42.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 68.76, "t": 423.462454, "r": 89.492517, "b": 411.497874 }, "text": "10.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p42.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 114.944052, "t": 423.462454, "r": 132.697945, "b": 411.497874 }, "text": "247", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p42.8.33", "order": 41, "type": "table_cell", "bbox": { "l": 143.354569, "t": 423.462454, "r": 166.947862, "b": 411.497874 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p42.8.34", "order": 42, "type": "table_cell", "bbox": { "l": 269.8971, "t": 434.5867, "r": 342.1029, "b": 415.2 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p42.8.35", "order": 43, "type": "table_cell", "bbox": { "l": 342.1029, "t": 434.5867, "r": 414.3086, "b": 415.2 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p42.8.36", "order": 44, "type": "table_cell", "bbox": { "l": 414.3086, "t": 434.5867, "r": 486.5143, "b": 415.2 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p42.8.37", "order": 45, "type": "table_cell", "bbox": { "l": 486.5143, "t": 434.5867, "r": 558.72, "b": 415.2 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 36 } ], "reading_order": 7 }, { "id": "p42.9", "order": 46, "type": "caption", "bbox": { "l": 228.24, "t": 398.64, "r": 383.76, "b": 384.48 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p42.10", "order": 47, "type": "figure", "bbox": { "l": 61.44, "t": 378.72, "r": 548.4, "b": 113.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.28 Runoff\n0.26 cfs\n0.26\nNOAA 24-hr D\n0.24\n0.22 2 YR-C Rainfall=3.41\"\n0.2 Runoff Area=0.360 ac\nRunoff Volume=0.032 af\n0.18\n(cfs) Runoff Depth=1.06\"\n0.16\n0.14\nFlow Flow Length=247'\n0.12\n0.1 Tc=10.7 min\n0.08 CN=72/0\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 }, { "id": "p42.11", "order": 48, "type": "text", "bbox": { "l": 268.08, "t": 120, "r": 315.6, "b": 110.64 }, "text": "Time (hours)", "attrs": { "block_label": "number" }, "reading_order": 10 }, { "id": "p42.12", "order": 49, "type": "footnote", "bbox": { "l": 66.48, "t": 424.08, "r": 169.2, "b": 411.12 }, "text": "10.7 247 Total", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 43, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p43.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 561.36, "b": 702.72 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 15", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p43.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 391.2, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p43.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 15", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p43.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390, "b": 672.48 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p43.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.2, "b": 621.6 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 1.24\" for 2 YR-C event\nInflow = 4.60 cfs @ 12.38 hrs, Volume= 0.848 af\nPrimary = 4.60 cfs @ 12.38 hrs, Volume= 0.848 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p43.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p43.7", "order": 7, "type": "caption", "bbox": { "l": 260.4, "t": 586.56, "r": 350.88, "b": 572.16 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p43.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 565.92, "r": 553.44, "b": 298.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n5 4.60 cfs Primary\n4.60 cfs\nInflow Area=8.220 ac\n4\n3\n(cfs)\nFlow\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 44, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p44.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 561.36, "b": 702.72 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 16", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p44.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 403.68, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p44.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 16", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p44.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 7L: POA-4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p44.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.2, "b": 621.6 }, "text": "Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 0.74\" for 2 YR-C event\nInflow = 1.96 cfs @ 12.36 hrs, Volume= 0.387 af\nPrimary = 1.96 cfs @ 12.36 hrs, Volume= 0.387 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p44.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p44.7", "order": 7, "type": "caption", "bbox": { "l": 260.4, "t": 586.56, "r": 351.6, "b": 572.4 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p44.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 566.64, "r": 553.2, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.96 cfs Primary\n1.96 cfs\nInflow Area=6.300 ac\n2\n(cfs)\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 45, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p45.1", "order": 1, "type": "header", "bbox": { "l": 454.32, "t": 738.96, "r": 562.32, "b": 699.84 }, "text": "YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 17", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p45.2", "order": 2, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 561.12, "b": 713.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p45.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 390.24, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p45.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.48, "b": 672.72 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p45.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 660, "r": 510.96, "b": 622.32 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 0.56\" for 2 YR-C event\nInflow = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af\nPrimary = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af, Atten = 0%, Lag = 0.0 min", "reading_order": 4 }, { "id": "p45.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p45.7", "order": 7, "type": "caption", "bbox": { "l": 260.4, "t": 586.32, "r": 351.6, "b": 572.4 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p45.8", "order": 8, "type": "caption", "bbox": { "l": 252.48, "t": 566.4, "r": 303.84, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p45.9", "order": 9, "type": "figure", "bbox": { "l": 62.4, "t": 562.08, "r": 552.48, "b": 301.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.65 0.59 cfs Primary\n0.59 cfs\n0.6 Inflow Area=2.740 ac\n0.55\n0.5\n0.45\n0.4\n(cfs) 0.35\nFlow 0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 }, { "id": "p45.10", "order": 10, "type": "footnote", "bbox": { "l": 89.76, "t": 317.52, "r": 478.32, "b": 299.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 46, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p46.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 561.36, "b": 702.72 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 18", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p46.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 404.64, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p46.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p46.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.84 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 1.05\" for 2 YR-C event\nInflow = 1.44 cfs @ 12.43 hrs, Volume= 0.314 af\nPrimary = 1.44 cfs @ 12.43 hrs, Volume= 0.314 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p46.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p46.6", "order": 6, "type": "heading", "bbox": { "l": 260.16, "t": 586.56, "r": 351.84, "b": 572.4 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p46.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 566.88, "r": 552.96, "b": 299.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.44 cfs Primary\n1.44 cfs\nInflow Area=3.580 ac\n1\n(cfs)\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 47, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 5 }, "build_ms": 1, "items": [ { "id": "p47.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.96, "r": 561.12, "b": 702.96 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 19", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p47.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p47.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 19", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p47.4", "order": 4, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p47.5", "order": 5, "type": "text", "bbox": { "l": 204, "t": 660.24, "r": 509.76, "b": 622.8 }, "text": "0.33% Impervious, Inflow Depth = 1.07\" for 2 YR-C event\n12.48 hrs, Volume= 0.268 af\n12.48 hrs, Volume= 0.268 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p47.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 659.52, "r": 196.08, "b": 647.28 }, "text": "Inflow Area = 3.010 ac,", "reading_order": 5 }, { "id": "p47.7", "order": 7, "type": "text", "bbox": { "l": 52.56, "t": 646.56, "r": 198.96, "b": 611.04 }, "text": "Inflow = 1.28 cfs @\n0.33% Impervious, Inflow Depth = 1.07\" for 2 YR-C event\n12.48 hrs, Volume= 0.268 af\n12.48 hrs, Volume= 0.268 af, Atten= 0%, Lag= 0.0 min\nPrimary = 1.28 cfs @\nRouted to Link 9L : POA-2", "reading_order": 6 }, { "id": "p47.8", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 7 }, { "id": "p47.9", "order": 9, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p47.10", "order": 10, "type": "caption", "bbox": { "l": 252.96, "t": 553.92, "r": 303.36, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p47.11", "order": 11, "type": "figure", "bbox": { "l": 65.52, "t": 550.56, "r": 552.24, "b": 302.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n1.28 cfs Primary\n1.28 cfs\nInflow Area=3.010 ac\n1\n(cfs)\nFlow\n0" }, "reading_order": 10 }, { "id": "p47.12", "order": 12, "type": "footnote", "bbox": { "l": 83.28, "t": 308.88, "r": 478.08, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 48, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p48.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.48, "r": 560.64, "b": 706.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p48.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 399.36, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p48.3", "order": 3, "type": "header", "bbox": { "l": 517.44, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 20", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p48.4", "order": 4, "type": "heading", "bbox": { "l": 217.92, "t": 687.12, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p48.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.44, "b": 611.28 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 0.97\" for 2 YR-C event\nInflow = 0.61 cfs @ 12.11 hrs, Volume= 0.046 af\nPrimary = 0.61 cfs @ 12.11 hrs, Volume= 0.046 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 4 }, { "id": "p48.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p48.7", "order": 7, "type": "caption", "bbox": { "l": 256.32, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p48.8", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 553.68, "r": 303.6, "b": 542.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p48.9", "order": 9, "type": "figure", "bbox": { "l": 64.8, "t": 545.76, "r": 494.4, "b": 302.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.61 cfs\n0.65 0.61 cfs\nInflow Area=0.570 ac\n0.6\n0.55\n0.5\n0.45\n0.4\n(cfs)\n0.35\nFlow 0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0" }, "reading_order": 8 }, { "id": "p48.10", "order": 10, "type": "footnote", "bbox": { "l": 89.76, "t": 309.12, "r": 478.32, "b": 287.04 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p48.11", "order": 11, "type": "footer", "bbox": { "l": 506.16, "t": 532.32, "r": 546.72, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 49, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 15, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "heading": 2, "text": 6 }, "build_ms": 0, "items": [ { "id": "p49.1", "order": 1, "type": "header", "bbox": { "l": 451.92, "t": 738.72, "r": 562.56, "b": 699.84 }, "text": "YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 21", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p49.2", "order": 2, "type": "header", "bbox": { "l": 364.56, "t": 737.76, "r": 560.64, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p49.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 404.64, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p49.4", "order": 4, "type": "heading", "bbox": { "l": 207.12, "t": 687.12, "r": 404.4, "b": 672.72 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p49.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 660.48, "r": 496.8, "b": 635.76 }, "text": "7.17% Impervious, Inflow Depth = 0.55\" for 2 YR-C event\n12.27 hrs, Volume= 0.122 af", "reading_order": 4 }, { "id": "p49.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 659.52, "r": 194.64, "b": 647.28 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 5 }, { "id": "p49.7", "order": 7, "type": "text", "bbox": { "l": 53.04, "t": 646.56, "r": 198.48, "b": 634.8 }, "text": "Inflow = 0.57 cfs @", "reading_order": 6 }, { "id": "p49.8", "order": 8, "type": "text", "bbox": { "l": 52.8, "t": 634.8, "r": 512.64, "b": 622.08 }, "text": "Primary = 0.57 cfs @ 12.27 hrs, Volume= 0.122 af, Atten= 0%, Lag= 0.0 min", "reading_order": 7 }, { "id": "p49.9", "order": 9, "type": "text", "bbox": { "l": 66.72, "t": 623.04, "r": 196.08, "b": 611.04 }, "text": "Routed to Link 8L : POA-3", "reading_order": 8 }, { "id": "p49.10", "order": 10, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 9 }, { "id": "p49.11", "order": 11, "type": "heading", "bbox": { "l": 246, "t": 574.08, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 10 }, { "id": "p49.12", "order": 12, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p49.13", "order": 13, "type": "figure", "bbox": { "l": 64.08, "t": 546.72, "r": 497.76, "b": 298.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.57 cfs\n0.57 cfs\nInflow Area=2.650 ac\n0.6\n0.55\n0.5\n0.45\n0.4\n(cfs) 0.35\nFlow\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0" }, "reading_order": 12 }, { "id": "p49.14", "order": 14, "type": "footnote", "bbox": { "l": 87.84, "t": 308.88, "r": 478.56, "b": 287.04 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 }, { "id": "p49.15", "order": 15, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 14 } ] }, { "document_id": 12617, "page": 50, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p50.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 22", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p50.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 399.6, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p50.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p50.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.44, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 0.66\" for 2 YR-C event\nInflow = 0.02 cfs @ 12.26 hrs, Volume= 0.005 af\nPrimary = 0.02 cfs @ 12.26 hrs, Volume= 0.005 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p50.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.76, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p50.6", "order": 6, "type": "caption", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p50.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p50.8", "order": 8, "type": "figure", "bbox": { "l": 63.6, "t": 549.12, "r": 553.44, "b": 293.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.02 cfs Primary\n0.026 0.02 cfs\nInflow Area=0.090 ac\n0.024\n0.022\n0.02\n0.018\n0.016\n(cfs)\n0.014\nFlow 0.012\n0.01\n0.008\n0.006\n0.004\n0.002\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p50.9", "order": 9, "type": "footnote", "bbox": { "l": 93.12, "t": 308.64, "r": 478.32, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 51, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p51.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.96, "r": 561.12, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 23", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p51.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p51.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p51.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 0.75\" for 2 YR-C event\nInflow = 1.93 cfs @ 12.36 hrs, Volume= 0.377 af\nPrimary = 1.93 cfs @ 12.36 hrs, Volume= 0.377 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 3 }, { "id": "p51.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p51.6", "order": 6, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p51.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p51.8", "order": 8, "type": "figure", "bbox": { "l": 64.32, "t": 551.76, "r": 553.2, "b": 300 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.93 cfs Primary\n1.93 cfs\nInflow Area=6.010 ac\n2\n(cfs)\nFlow\n1\n0" }, "reading_order": 7 }, { "id": "p51.9", "order": 9, "type": "footnote", "bbox": { "l": 84, "t": 308.88, "r": 478.32, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 52, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p52.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.48, "r": 560.64, "b": 707.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p52.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 403.44, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p52.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 558.72, "b": 699.36 }, "text": "Page 24", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p52.4", "order": 4, "type": "heading", "bbox": { "l": 217.92, "t": 687.12, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p52.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.68, "b": 611.28 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 0.45\" for 2 YR-C event\nInflow = 0.04 cfs @ 12.48 hrs, Volume= 0.011 af\nPrimary = 0.04 cfs @ 12.48 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p52.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p52.7", "order": 7, "type": "caption", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p52.8", "order": 8, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.6, "b": 542.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p52.9", "order": 9, "type": "figure", "bbox": { "l": 63.84, "t": 546.48, "r": 496.8, "b": 303.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.04 cfs\n0.04 0.04 cfs\nInflow Area=0.290 ac\n0.038\n0.036\n0.034\n0.032\n0.03\n0.028\n0.026\n0.024\n(cfs) 0.022\n0.02\nFlow 0.018\n0.016\n0.014\n0.012\n0.01\n0.008\n0.006\n0.004\n0.002\n0" }, "reading_order": 8 }, { "id": "p52.10", "order": 10, "type": "footnote", "bbox": { "l": 94.8, "t": 308.16, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p52.11", "order": 11, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 53, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p53.1", "order": 1, "type": "header", "bbox": { "l": 434.16, "t": 738.72, "r": 562.56, "b": 699.6 }, "text": "D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 25", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p53.2", "order": 2, "type": "header", "bbox": { "l": 365.04, "t": 738.24, "r": 560.64, "b": 710.88 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p53.3", "order": 3, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 392.16, "b": 699.6 }, "text": "Analysis-Existing Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p53.4", "order": 4, "type": "heading", "bbox": { "l": 218.88, "t": 687.36, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p53.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 510.96, "b": 622.08 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 1.06\" for 2 YR-C event\nInflow = 0.26 cfs @ 12.20 hrs, Volume= 0.032 af\nPrimary = 0.26 cfs @ 12.20 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p53.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 366.96, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p53.7", "order": 7, "type": "caption", "bbox": { "l": 257.28, "t": 586.32, "r": 355.2, "b": 572.4 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p53.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.84, "b": 555.84 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p53.9", "order": 9, "type": "figure", "bbox": { "l": 62.4, "t": 562.08, "r": 552.72, "b": 302.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.28 0.26 cfs Primary\n0.26 cfs\n0.26 Inflow Area=0.360 ac\n0.24\n0.22\n0.2\n0.18\n(cfs)\n0.16\n0.14\nFlow\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p53.10", "order": 10, "type": "footnote", "bbox": { "l": 90, "t": 317.52, "r": 478.08, "b": 300 }, "text": "4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 54, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 46, "text": 3, "title": 1 }, "build_ms": 5, "items": [ { "id": "p54.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.88, "b": 702 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 26", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p54.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 398.88, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p54.3", "order": 3, "type": "title", "bbox": { "l": 192.96, "t": 687.36, "r": 418.32, "b": 672.72 }, "text": "Summary for Subcatchment 1S: DA-E1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p54.4", "order": 4, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 303.84, "b": 634.32 }, "text": "Runoff = 6.09 cfs @ 12.38 hrs, Volume=\nRouted to Link 6L : POA-1\n1.096 af, Depth= 1.60\"", "reading_order": 3 }, { "id": "p54.5", "order": 5, "type": "text", "bbox": { "l": 342.48, "t": 659.76, "r": 457.92, "b": 646.8 }, "text": "1.096 af, Depth= 1.60\"", "reading_order": 4 }, { "id": "p54.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91\"", "reading_order": 5 }, { "id": "p54.7", "order": 7, "type": "table", "bbox": { "l": 53.04, "t": 588, "r": 559.2, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 7, "integrity": { "cells_checked": 36, "cells_flagged": 0 } }, "children": [ { "id": "p54.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p54.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p54.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p54.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 53.04, "t": 568.488, "r": 125.3486, "b": 548.976 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p54.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "1.050\n7.170", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p54.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p54.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p54.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 53.04, "t": 529.464, "r": 125.3486, "b": 509.952 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p54.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "8.220", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p54.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "75", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p54.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p54.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 53.04, "t": 509.952, "r": 125.3486, "b": 490.44 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p54.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "8.220", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p54.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "75", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p54.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p54.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc (min)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p54.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length (feet)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p54.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 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"attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p54.7.46", "order": 53, "type": "table_cell", "bbox": { "l": 486.8914, "t": 412.392, "r": 559.2, "b": 392.88 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 45 } ], "reading_order": 6 }, { "id": "p54.8", "order": 54, "type": "caption", "bbox": { "l": 231.84, "t": 374.64, "r": 379.44, "b": 360.48 }, "text": "Subcatchment 1S: DA-E1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p54.9", "order": 55, "type": "figure", "bbox": { "l": 61.92, "t": 353.76, "r": 551.28, "b": 88.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n6.09 cfs\nNOAA 24-hr D\n6\n2 YR-F Rainfall=3.91\"\n5\nRunoff Area=8.220 ac\nRunoff Volume=1.096 af\n4\n(cfs) Runoff Depth=1.60\"\nFlow 3 Flow Length=731'\nTc=23.6 min\nCN=75/0\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 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{ "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p55.3", "order": 3, "type": "title", "bbox": { "l": 192.96, "t": 687.36, "r": 419.76, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-E4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p55.4", "order": 4, "type": "text", "bbox": { "l": 54.48, "t": 660, "r": 457.92, "b": 634.32 }, "text": "Runoff = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af, Depth= 1.03\"\nRouted to Link 16L : Reduction", "reading_order": 3 }, { "id": "p55.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91\"", "reading_order": 4 }, { "id": "p55.6", "order": 6, "type": "table", "bbox": { "l": 53.28, "t": 588.24, "r": 559.44, "b": 375.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 6, "integrity": { "cells_checked": 41, "cells_flagged": 1, "flags": [ { "row": 7, "col": 5, "coverage": 0, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.…" } ] } }, "children": [ { "id": "p55.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p55.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p55.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p55.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "3.030\n2.980", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p55.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p55.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p55.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "6.010", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p55.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "66", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p55.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 8 }, { "id": "p55.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "6.010", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 9 }, { "id": "p55.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "66", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p55.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 11 }, { "id": "p55.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, 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"order": 47, "type": "table_cell", "bbox": { "l": 270, "t": 397.66, "r": 342.24, "b": 380.4 }, "text": "", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p56.6.42", "order": 48, "type": "table_cell", "bbox": { "l": 342.24, "t": 397.66, "r": 414.48, "b": 380.4 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 41 }, { "id": "p56.6.43", "order": 49, "type": "table_cell", "bbox": { "l": 414.48, "t": 397.66, "r": 486.72, "b": 380.4 }, "text": "", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p56.6.44", "order": 50, "type": "table_cell", "bbox": { "l": 486.72, "t": 397.66, "r": 558.96, "b": 380.4 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 43 } ], "reading_order": 5 }, { "id": "p56.7", "order": 51, "type": "caption", "bbox": { "l": 231.36, "t": 362.64, "r": 380.64, "b": 348.48 }, "text": "Subcatchment 5S: DA-E3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p56.8", "order": 52, "type": "figure", "bbox": { "l": 61.2, "t": 341.76, "r": 551.52, "b": 77.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n1 Runoff\n0.90 cfs\nNOAA 24-hr D\n2 YR-F Rainfall=3.91\"\nRunoff Area=2.650 ac\nRunoff Volume=0.168 af\n(cfs) Runoff Depth=0.76\"\nFlow Flow Length=239'\nTc=12.8 min\nCN=56/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 57, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "footnote": 1, "header": 3, "table": 1, "table_cell": 57, "text": 4, "title": 1 }, "build_ms": 5, "items": [ { "id": "p57.1", "order": 1, 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"text": "0.010", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p57.9.14", "order": 23, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p57.9.15", "order": 24, "type": "table_cell", "bbox": { "l": 159.386425, "t": 511.302451, "r": 270.151678, "b": 499.337871 }, "text": "0.33% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 14 }, { "id": "p57.9.16", "order": 25, "type": "table_cell", "bbox": { "l": 65.040001, "t": 487.302451, "r": 89.40872, "b": 463.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p57.9.17", "order": 26, "type": "table_cell", "bbox": { "l": 100.248415, "t": 487.302451, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91\"", "reading_order": 5 }, { "id": "p59.7", "order": 7, "type": "table", "bbox": { "l": 53.04, "t": 587.76, "r": 559.2, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p59.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p59.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p59.7.3", "order": 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"attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p64.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 68.76, "t": 423.462454, "r": 89.492517, "b": 411.497874 }, "text": "10.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p64.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 114.944052, "t": 423.462454, "r": 132.697945, "b": 411.497874 }, "text": "247", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p64.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.354569, "t": 423.462454, "r": 166.947862, "b": 411.497874 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p64.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 272.3314, "t": 437.7067, "r": 345.6686, "b": 418.56 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p64.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 345.6686, "t": 437.7067, "r": 419.0057, "b": 418.56 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p64.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 419.0057, "t": 437.7067, "r": 492.3429, "b": 418.56 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p64.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 492.3429, "t": 437.7067, "r": 565.68, "b": 418.56 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 6 }, { "id": "p64.8", "order": 48, "type": "caption", "bbox": { "l": 228.24, "t": 398.64, "r": 383.76, "b": 384.48 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p64.9", "order": 49, "type": "figure", "bbox": { "l": 63.6, "t": 376.56, "r": 497.28, "b": 115.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.38\n0.35 cfs\n0.36\n0.34 NOAA 24-hr D\n0.32\n0.3 2 YR-F Rainfall=3.91\"\nRunoff Area=0.360 ac\n0.28\n0.26\n0.24 Runoff Volume=0.042 af\n(cfs) 0.2 Runoff Depth=1.40\"\n0.22\nFlow Flow Length=247'\n0.18\n0.16\n0.14 Tc=10.7 min\n0.12\n0.1 CN=72/0\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p64.10", "order": 50, "type": "footnote", "bbox": { "l": 66.48, "t": 424.08, "r": 168.96, "b": 411.36 }, "text": "10.7 247 Total", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p64.11", "order": 51, "type": "footnote", "bbox": { "l": 88.8, "t": 130.32, "r": 492.72, "b": 112.32 }, "text": "2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p64.12", "order": 52, "type": "footer", "bbox": { "l": 511.92, "t": 356.88, "r": 546.72, "b": 345.6 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 65, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 1, "items": [ { "id": "p65.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 561.36, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 37", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p65.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738, "r": 394.56, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p65.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.24, "b": 672.48 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p65.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.36 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 1.60\" for 2 YR-F event\nInflow = 6.09 cfs @ 12.38 hrs, Volume= 1.096 af\nPrimary = 6.09 cfs @ 12.38 hrs, Volume= 1.096 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p65.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p65.6", "order": 6, "type": "heading", "bbox": { "l": 260.4, "t": 586.56, "r": 350.88, "b": 572.16 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p65.7", "order": 7, "type": "figure", "bbox": { "l": 63.6, "t": 565.68, "r": 553.68, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n6.09 cfs Primary\n6.09 cfs\n6 Inflow Area=8.220 ac\n5\n4\n(cfs)\nFlow 3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 66, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p66.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 38", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p66.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.76, "r": 394.8, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p66.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 7L: POA-4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p66.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.44, "b": 621.6 }, "text": "Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 1.01\" for 2 YR-F event\nInflow = 2.93 cfs @ 12.35 hrs, Volume= 0.533 af\nPrimary = 2.93 cfs @ 12.35 hrs, Volume= 0.533 af, Atten= 0%, Lag= 0.0 min\nPrimary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs", "reading_order": 3 }, { "id": "p66.5", "order": 5, "type": "caption", "bbox": { "l": 260.4, "t": 586.56, "r": 351.6, "b": 572.4 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p66.6", "order": 6, "type": "figure", "bbox": { "l": 63.84, "t": 567.12, "r": 553.44, "b": 299.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.93 cfs Primary\n2.93 cfs\nInflow Area=6.300 ac\n3\n2\n(cfs)\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 67, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p67.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 39", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p67.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.76, "r": 394.8, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p67.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p67.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.6 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 0.77\" for 2 YR-F event\nInflow = 0.94 cfs @ 12.26 hrs, Volume= 0.175 af\nPrimary = 0.94 cfs @ 12.26 hrs, Volume= 0.175 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p67.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.44, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p67.6", "order": 6, "type": "heading", "bbox": { "l": 260.16, "t": 586.56, "r": 351.84, "b": 572.16 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p67.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 567.12, "r": 552.96, "b": 299.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.94 cfs Primary\n1 0.94 cfs\nInflow Area=2.740 ac\n(cfs)\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 68, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p68.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 561.6, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 40", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p68.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 401.28, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p68.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p68.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.6 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 1.39\" for 2 YR-F event\nInflow = 1.95 cfs @ 12.42 hrs, Volume= 0.413 af\nPrimary = 1.95 cfs @ 12.42 hrs, Volume= 0.413 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p68.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p68.6", "order": 6, "type": "heading", "bbox": { "l": 260.4, "t": 586.56, "r": 351.84, "b": 572.16 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p68.7", "order": 7, "type": "figure", "bbox": { "l": 64.08, "t": 566.4, "r": 553.44, "b": 298.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.95 cfs Primary\n1.95 cfs\nInflow Area=3.580 ac\n2\n(cfs)\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 69, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p69.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 738.96, "r": 561.36, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nPage 41", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p69.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p69.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p69.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 1.40\" for 2 YR-F event\nInflow = 1.74 cfs @ 12.43 hrs, Volume= 0.352 af\nPrimary = 1.74 cfs @ 12.43 hrs, Volume= 0.352 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 3 }, { "id": "p69.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p69.6", "order": 6, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p69.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p69.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 550.8, "r": 552.96, "b": 296.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.74 cfs Primary\n1.74 cfs\nInflow Area=3.010 ac\n(cfs)\n1\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p69.9", "order": 9, "type": "footnote", "bbox": { "l": 83.28, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 70, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 5 }, "build_ms": 0, "items": [ { "id": "p70.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.72, "r": 561.12, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 42", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p70.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p70.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p70.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 496.08, "b": 635.76 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 1.28\" for 2 YR-F event\nInflow = 0.83 cfs @ 12.11 hrs, Volume = 0.061 af", "reading_order": 3 }, { "id": "p70.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 635.28, "r": 512.88, "b": 621.84 }, "text": "Primary = 0.83 cfs @ 12.11 hrs, Volume=", "reading_order": 4 }, { "id": "p70.6", "order": 6, "type": "text", "bbox": { "l": 341.04, "t": 635.28, "r": 512.4, "b": 622.08 }, "text": "0.061 af, Atten= 0%, Lag= 0.0 min", "reading_order": 5 }, { "id": "p70.7", "order": 7, "type": "text", "bbox": { "l": 66.72, "t": 623.04, "r": 196.08, "b": 611.04 }, "text": "Routed to Link 9L : POA-2", "reading_order": 6 }, { "id": "p70.8", "order": 8, "type": "text", "bbox": { "l": 52.32, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 7 }, { "id": "p70.9", "order": 9, "type": "caption", "bbox": { "l": 256.56, "t": 574.32, "r": 354.72, "b": 560.16 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p70.10", "order": 10, "type": "caption", "bbox": { "l": 253.44, "t": 553.92, "r": 303.36, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p70.11", "order": 11, "type": "figure", "bbox": { "l": 64.56, "t": 547.92, "r": 496.8, "b": 304.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.83 cfs\n0.9 0.83 cfs\nInflow Area=0.570 ac\n0.85\n0.8\n0.75\n0.7\n0.65\n0.6\n0.55\n(cfs) 0.5\n0.45\nFlow 0.4\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0" }, "reading_order": 10 }, { "id": "p70.12", "order": 12, "type": "footnote", "bbox": { "l": 90, "t": 309.12, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p70.13", "order": 13, "type": "footer", "bbox": { "l": 506.64, "t": 532.32, "r": 546.72, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 12 } ] }, { "document_id": 12617, "page": 71, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 7 }, "build_ms": 0, "items": [ { "id": "p71.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 561.12, "b": 702 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 43", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p71.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p71.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p71.4", "order": 4, "type": "text", "bbox": { "l": 203.52, "t": 660.48, "r": 495.6, "b": 636.24 }, "text": "7.17% Impervious, Inflow Depth = 0.76\" for 2 YR-F event\n12.26 hrs, Volume= 0.168 af", "reading_order": 3 }, { "id": "p71.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.52, "r": 196.32, "b": 647.28 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 4 }, { "id": "p71.6", "order": 6, "type": "text", "bbox": { "l": 52.56, "t": 646.56, "r": 198.48, "b": 634.8 }, "text": "Inflow = 0.90 cfs @\n7.17% Impervious, Inflow Depth = 0.76\" for 2 YR-F event\n12.26 hrs, Volume= 0.168 af", "reading_order": 5 }, { "id": "p71.7", "order": 7, "type": "text", "bbox": { "l": 53.04, "t": 635.28, "r": 513.12, "b": 621.84 }, "text": "0.168 af, Atten= 0%, Lag= 0.0 min", "reading_order": 6 }, { "id": "p71.8", "order": 8, "type": "text", "bbox": { "l": 52.56, "t": 634.8, "r": 304.8, "b": 622.8 }, "text": "Primary = 0.90 cfs @ 12.26 hrs, Volume=", "reading_order": 7 }, { "id": "p71.9", "order": 9, "type": "text", "bbox": { "l": 66.72, "t": 623.04, "r": 196.08, "b": 611.04 }, "text": "Routed to Link 8L : POA-3", "reading_order": 8 }, { "id": "p71.10", "order": 10, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 9 }, { "id": "p71.11", "order": 11, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p71.12", "order": 12, "type": "figure", "bbox": { "l": 65.04, "t": 553.68, "r": 552.96, "b": 298.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1 0.90 cfs Primary\n0.90 cfs\nInflow Area=2.650 ac\n(cfs)\nFlow\n0" }, "reading_order": 11 }, { "id": "p71.13", "order": 13, "type": "footnote", "bbox": { "l": 84, "t": 308.16, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 12617, "page": 72, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p72.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 738.72, "r": 561.12, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nPage 44", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p72.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p72.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p72.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.92, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 0.89\" for 2 YR-F event\nInflow = 0.04 cfs @ 12.26 hrs, Volume= 0.007 af\nPrimary = 0.04 cfs @ 12.26 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p72.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p72.6", "order": 6, "type": "heading", "bbox": { "l": 256.56, "t": 574.08, "r": 354.96, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p72.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p72.8", "order": 8, "type": "figure", "bbox": { "l": 64.56, "t": 547.68, "r": 496.32, "b": 303.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.04 0.04 cfs\n0.038 0.04 cfs\n0.036 Inflow Area=0.090 ac\n0.034\n0.032\n0.03\n0.028\n0.026\n0.024\n(cfs) 0.022\n0.02\nFlow 0.018\n0.016\n0.014\n0.012\n0.01\n0.008\n0.006\n0.004\n0.002\n0" }, "reading_order": 7 }, { "id": "p72.9", "order": 9, "type": "footnote", "bbox": { "l": 95.76, "t": 308.16, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p72.10", "order": 10, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 73, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p73.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 739.2, "r": 561.36, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nPage 45", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p73.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p73.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p73.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 1.03\" for 2 YR-F event\nInflow = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af\nPrimary = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 3 }, { "id": "p73.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p73.6", "order": 6, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p73.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p73.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 551.52, "r": 553.68, "b": 303.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.86 cfs Primary\n2.86 cfs\nInflow Area=6.010 ac\n3\n2\n(cfs)\nFlow\n1\n0" }, "reading_order": 7 }, { "id": "p73.9", "order": 9, "type": "footnote", "bbox": { "l": 83.52, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 74, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p74.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 738.96, "r": 560.88, "b": 703.92 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nPage 46", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p74.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 400.08, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p74.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 559.2, "b": 699.36 }, "text": "Page 46", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p74.4", "order": 4, "type": "heading", "bbox": { "l": 217.92, "t": 687.12, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p74.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.2, "b": 611.28 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 0.64\" for 2 YR-F event\nInflow = 0.06 cfs @ 12.43 hrs, Volume= 0.016 af\nPrimary = 0.06 cfs @ 12.43 hrs, Volume= 0.016 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p74.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p74.7", "order": 7, "type": "caption", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p74.8", "order": 8, "type": "caption", "bbox": { "l": 253.44, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p74.9", "order": 9, "type": "figure", "bbox": { "l": 64.8, "t": 546.72, "r": 495.84, "b": 303.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.07 0.06 cfs\n0.06 cfs\nInflow Area=0.290 ac\n0.065\n0.06\n0.055\n0.05\n0.045\n(cfs)\n0.04\n0.035\nFlow 0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0" }, "reading_order": 8 }, { "id": "p74.10", "order": 10, "type": "footnote", "bbox": { "l": 94.08, "t": 308.4, "r": 478.32, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p74.11", "order": 11, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 75, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p75.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 738.72, "r": 560.88, "b": 705.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p75.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p75.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 559.2, "b": 699.36 }, "text": "Page 47", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p75.4", "order": 4, "type": "heading", "bbox": { "l": 218.88, "t": 687.36, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p75.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 510.96, "b": 622.08 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 1.40\" for 2 YR-F event\nInflow = 0.35 cfs @ 12.20 hrs, Volume = 0.042 af\nPrimary = 0.35 cfs @ 12.20 hrs, Volume = 0.042 af, Atten = 0%, Lag = 0.0 min", "reading_order": 4 }, { "id": "p75.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 366.96, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p75.7", "order": 7, "type": "caption", "bbox": { "l": 257.28, "t": 586.32, "r": 355.2, "b": 572.4 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p75.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.84, "b": 555.84 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p75.9", "order": 9, "type": "figure", "bbox": { "l": 62.4, "t": 560.88, "r": 552.96, "b": 302.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.38 0.35 cfs Primary\n0.35 cfs\nInflow Area=0.360 ac\n0.36\n0.34\n0.32\n0.3\n0.28\n0.26\n0.24\n(cfs)\n0.22\n0.2\nFlow\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p75.10", "order": 10, "type": "footnote", "bbox": { "l": 91.44, "t": 317.28, "r": 478.08, "b": 300 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 76, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 46, "text": 3, "title": 1 }, "build_ms": 5, "items": [ { "id": "p76.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 704.64 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p76.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 399.6, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p76.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 710.64, "r": 558.96, "b": 699.36 }, "text": "Page 48", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p76.4", "order": 4, "type": "title", "bbox": { "l": 192.96, "t": 687.36, "r": 418.56, "b": 672.72 }, "text": "Summary for Subcatchment 1S: DA-E1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p76.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660.24, "r": 457.92, "b": 634.8 }, "text": "Runoff = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af, Depth= 2.66\"\nRouted to Link 6L : POA-1", "reading_order": 4 }, { "id": "p76.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26\"", "reading_order": 5 }, { "id": "p76.7", "order": 7, "type": "table", "bbox": { "l": 53.04, "t": 588, "r": 559.2, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 7, "integrity": { "cells_checked": 36, "cells_flagged": 1, "flags": [ { "row": 8, "col": 0, "coverage": 0, "text": "22.6" } ] } }, "children": [ { "id": "p76.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p76.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p76.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p76.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 53.04, "t": 568.56, "r": 125.3486, "b": 549.12 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p76.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "1.050\n7.170", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p76.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p76.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p76.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 53.04, "t": 529.68, "r": 125.3486, "b": 510.24 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p76.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "8.220", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p76.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "75", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p76.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p76.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 53.04, "t": 510.24, "r": 125.3486, "b": 490.8 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p76.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "8.220", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p76.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "75", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p76.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p76.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc (min)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p76.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length (feet)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p76.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p76.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p76.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p76.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p76.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "9.0", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p76.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 120.82405, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "35", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p76.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p76.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.07", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p76.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 342.2743, "t": 471.36, "r": 414.5829, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p76.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 512.409343, "b": 449.417872 }, "text": "Sheet Flow,\\nWoods: Light underbrush n= 0.400 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p76.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 68.76, "t": 449.382452, "r": 89.492517, "b": 437.417872 }, "text": "12.0", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p76.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 114.944052, "t": 449.382452, "r": 132.697945, "b": 437.417872 }, "text": "646", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p76.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 143.354569, "t": 449.382452, "r": 175.880131, "b": 437.417872 }, "text": "0.0100", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p76.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 203.154228, "t": 449.382452, "r": 223.886744, "b": 437.417872 }, "text": "0.90", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p76.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 342.2743, "t": 451.92, "r": 414.5829, "b": 432.48 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p76.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 466.069964, "b": 425.417872 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p76.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "2.6", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p76.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 120.82405, "t": 425.382452, "r": 132.68142, "b": 413.417872 }, "text": "50", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p76.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.445254, "t": 425.382452, "r": 175.863606, "b": 413.417872 }, "text": "0.0040", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p76.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 203.137703, "t": 425.382452, "r": 223.870219, "b": 413.417872 }, "text": "0.32", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p76.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 342.2743, "t": 432.48, "r": 414.5829, "b": 413.04 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p76.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 286.679993, "t": 425.26245, "r": 425.623588, "b": 401.417872 }, "text": "Shallow Concentrated Flow,\\nWoodland Kv= 5.0 fps", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 38 }, { "id": "p76.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 53.04, "t": 413.04, "r": 125.3486, "b": 393.6 }, "text": "22.6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p76.7.41", "order": 48, "type": "table_cell", "bbox": { "l": 114.944052, "t": 399.462454, "r": 132.697945, "b": 387.497874 }, "text": "731", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p76.7.42", "order": 49, "type": "table_cell", "bbox": { "l": 143.354569, "t": 399.462454, "r": 166.947862, "b": 387.497874 }, "text": "Total", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p76.7.43", "order": 50, "type": "table_cell", "bbox": { "l": 269.9657, "t": 413.04, "r": 342.2743, "b": 393.6 }, "text": "", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p76.7.44", "order": 51, "type": "table_cell", "bbox": { "l": 342.2743, "t": 413.04, "r": 414.5829, "b": 393.6 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p76.7.45", "order": 52, "type": "table_cell", "bbox": { "l": 414.5829, "t": 413.04, "r": 486.8914, "b": 393.6 }, "text": "", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p76.7.46", "order": 53, "type": "table_cell", "bbox": { "l": 486.8914, "t": 413.04, "r": 559.2, "b": 393.6 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 45 } ], "reading_order": 6 }, { "id": "p76.8", "order": 54, "type": "caption", "bbox": { "l": 231.84, "t": 374.64, "r": 379.44, "b": 360.48 }, "text": "Subcatchment 1S: DA-E1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p76.9", "order": 55, "type": "figure", "bbox": { "l": 61.44, "t": 353.52, "r": 551.28, "b": 88.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n11 10.45 cfs\n10 NOAA 24-hr D\n9 10 YR-C Rainfall=5.26\"\n8 Runoff Area=8.220 ac\n7 Runoff Volume=1.823 af\n(cfs) 6 Runoff Depth=2.66\"\nFlow 5 Flow Length=731'\n4 Tc=23.6 min\n3 CN=75/0\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 77, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 60, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 51, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p77.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 560.88, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p77.2", "order": 2, "type": "header", "bbox": { "l": 468.72, "t": 738.48, "r": 560.88, "b": 699.84 }, "text": "R-C Rainfall=5.26\"\nPrinted 8/29/2025\nPage 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p77.3", "order": 3, 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"embedded_text": "Hydrograph\nRunoff\n5.80 cfs\n6\nNOAA 24-hr D\n5 10 YR-C Rainfall=5.26\"\nRunoff Area=6.010 ac\n4 Runoff Volume=0.955 af\n(cfs) Runoff Depth=1.91\"\nFlow Flow Length=753'\n3\nTc=19.3 min\n2\nCN=66/0\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 78, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 54, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 44, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p78.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.88, "b": 703.2 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC", "attrs": { "block_label": "header" }, "level": 2, 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203.137703, "t": 449.382452, "r": 223.870219, "b": 437.417872 }, "text": "0.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p78.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 342.4457, "t": 432.24, "r": 414.6171, "b": 415.04 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p78.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 520.062468, "b": 413.417872 }, "text": "Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p78.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 74.639998, "t": 413.382452, "r": 89.475992, "b": 401.417872 }, "text": "3.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": 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"order": 44, "type": "table_cell", "bbox": { "l": 286.679993, "t": 413.262472, "r": 425.623588, "b": 389.417872 }, "text": "Shallow Concentrated Flow, Woodland Kv= 5.0 fps", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 36 }, { "id": "p78.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 68.76, "t": 387.462454, "r": 89.492517, "b": 375.497874 }, "text": "12.8", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p78.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 114.944052, "t": 387.462454, "r": 132.697945, "b": 375.497874 }, "text": "239", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p78.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 143.354569, "t": 387.462454, "r": 166.947862, "b": 375.497874 }, "text": "Total", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, 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{ "l": 231.36, "t": 362.64, "r": 380.4, "b": 348.24 }, "text": "Subcatchment 5S: DA-E3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p78.9", "order": 53, "type": "figure", "bbox": { "l": 62.4, "t": 338.4, "r": 552, "b": 78.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Runoff\n2.12 cfs\nNOAA 24-hr D\n2\n10 YR-C Rainfall=5.26\"\nRunoff Area=2.650 ac\nRunoff Volume=0.321 af\n(cfs) Runoff Depth=1.45\"\nFlow 1 Flow Length=239'\nTc=12.8 min\nCN=56/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p78.10", "order": 54, "type": "footnote", "bbox": { "l": 86.64, "t": 94.56, "r": 493.2, "b": 76.32 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, 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12S: DA-E2A", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p81.9", "order": 41, "type": "figure", "bbox": { "l": 60.96, "t": 356.64, "r": 551.28, "b": 88.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.48 cfs\nNOAA 24-hr D\n10 YR-C Rainfall=5.26\"\nRunoff Area=0.570 ac\n1 Runoff Volume=0.106 af\n(cfs) Runoff Depth=2.22\"\nFlow Flow Length=421'\nTc=2.7 min\nCN=68/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 82, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "header": 2, "table": 1, "table_cell": 60, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p82.1", "order": 1, "type": 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Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p84.3", "order": 3, "type": "title", "bbox": { "l": 185.28, "t": 687.36, "r": 427.68, "b": 672.72 }, "text": "Summary for Subcatchment 17S: DA-E4A", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p84.4", "order": 4, "type": "text", "bbox": { "l": 54, "t": 660.24, "r": 457.44, "b": 634.56 }, "text": "Runoff = 0.16 cfs @ 12.35 hrs, Volume=\nRouted to Link 18L : Offsite", "reading_order": 3 }, { "id": "p84.5", "order": 5, "type": "text", "bbox": { "l": 341.28, "t": 659.76, "r": 457.68, "b": 646.8 }, "text": "0.032 af, Depth= 1.31\"", "reading_order": 4 }, { "id": "p84.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26\"", "reading_order": 5 }, { "id": "p84.7", "order": 7, "type": "table", "bbox": { "l": 50.88, "t": 588.48, "r": 558.96, "b": 315.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 7, "integrity": { "cells_checked": 49, "cells_flagged": 0 } }, "children": [ { "id": "p84.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p84.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p84.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 487.302451, "r": 340.102911, "b": 475.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p84.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 50.88, "t": 569.2629, "r": 123.4629, "b": 550.0457 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p84.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "0.230\n0.050", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p84.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n61", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p84.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 549.257868 }, "text": "Woods, Good, HSG B\n>75% Grass cover, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p84.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 50.88, "t": 530.8286, "r": 123.4629, "b": 511.6114 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p84.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 86.399998, "t": 511.302451, "r": 113.029037, "b": 499.337871 }, "text": "0.010", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p84.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p84.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 549.222448, "r": 226.433445, "b": 537.257868 }, "text": "Roofs, HSG B", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p84.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 50.88, "t": 511.6114, "r": 123.4629, "b": 492.3943 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p84.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 511.337871 }, "text": "0.290\n0.280", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p84.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 511.337871 }, "text": "58\n56", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p84.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 265.350494, "b": 511.337871 }, "text": "Weighted Average\n96.55% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p84.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 50.88, "t": 473.1771, "r": 123.4629, "b": 453.96 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p84.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 86.399998, "t": 549.222448, "r": 113.029037, "b": 537.257868 }, "text": "0.010", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p84.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 133.227307, "t": 549.222448, "r": 145.084677, "b": 537.257868 }, "text": "98", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p84.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 159.386425, "t": 511.302451, "r": 270.151678, "b": 499.337871 }, "text": "3.45% Impervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 18 }, { "id": "p84.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 65.040001, "t": 487.302451, "r": 89.40872, "b": 463.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p84.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 100.248415, "t": 487.302451, "r": 132.666767, "b": 463.337871 }, "text": "Length (feet)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p84.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 148.683866, "t": 487.302451, "r": 175.895438, "b": 463.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p84.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 186.552062, "t": 487.302451, "r": 223.968178, "b": 463.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p84.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 234.581918, "t": 487.302451, "r": 275.988028, "b": 463.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p84.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", 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"text": "0.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p84.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 341.2114, "t": 434.7429, "r": 413.7943, "b": 415.5257 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p84.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 286.679993, "t": 461.26245, "r": 520.062468, "b": 425.417872 }, "text": "Sheet Flow,\\nWoods: Dense underbrush n= 0.800 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p84.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "1.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p84.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 120.82405, "t": 425.382452, "r": 132.68142, "b": 413.417872 }, "text": "86", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p84.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 143.445254, "t": 425.382452, "r": 175.863606, "b": 413.417872 }, "text": "0.0300", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p84.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 203.137703, "t": 425.382452, "r": 223.870219, "b": 413.417872 }, "text": "0.87", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p84.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 341.2114, "t": 415.5257, "r": 413.7943, "b": 396.3086 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p84.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 286.679993, "t": 413.382452, "r": 425.623588, "b": 389.297892 }, "text": "Shallow Concentrated Flow,\\nWoodland Kv= 5.0 fps", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 36 }, { "id": "p84.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 74.639998, "t": 401.382452, "r": 89.475992, "b": 389.417872 }, "text": "2.1", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p84.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 114.927527, "t": 401.382452, "r": 132.68142, "b": 389.417872 }, "text": "158", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p84.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 143.445254, "t": 461.382452, "r": 175.863606, "b": 449.417872 }, "text": "0.0200", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p84.7.41", "order": 48, "type": "table_cell", "bbox": { "l": 203.137703, "t": 401.382452, "r": 223.870219, "b": 389.417872 }, "text": "1.27", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p84.7.42", "order": 49, "type": "table_cell", "bbox": { "l": 341.2114, "t": 396.3086, "r": 413.7943, "b": 377.0914 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 41 }, { "id": "p84.7.43", "order": 50, "type": "table_cell", "bbox": { "l": 286.679993, "t": 389.382452, "r": 466.069964, "b": 365.297892 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 42 }, { "id": "p84.7.44", "order": 51, "type": "table_cell", "bbox": { "l": 74.639998, "t": 377.382452, "r": 89.475992, "b": 365.417872 }, "text": "2.1", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, 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342.2057, "t": 453.7867, "r": 414.3771, "b": 434.3733 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p86.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 425.623588, "b": 425.417872 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p86.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 68.76, "t": 423.462454, "r": 89.492517, "b": 411.497874 }, "text": "10.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p86.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 114.944052, "t": 423.462454, "r": 132.697945, "b": 411.497874 }, "text": "247", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p86.8.33", "order": 41, "type": "table_cell", "bbox": { "l": 143.354569, "t": 423.462454, "r": 166.947862, "b": 411.497874 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p86.8.34", "order": 42, "type": "table_cell", "bbox": { "l": 270.0343, "t": 434.3733, "r": 342.2057, "b": 414.96 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p86.8.35", "order": 43, "type": "table_cell", "bbox": { "l": 342.2057, "t": 434.3733, "r": 414.3771, "b": 414.96 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p86.8.36", "order": 44, "type": "table_cell", "bbox": { "l": 414.3771, "t": 434.3733, "r": 486.5486, "b": 414.96 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p86.8.37", "order": 45, "type": "table_cell", "bbox": { "l": 486.5486, "t": 434.3733, "r": 558.72, "b": 414.96 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 36 } ], "reading_order": 7 }, { "id": "p86.9", "order": 46, "type": "caption", "bbox": { "l": 228.24, "t": 398.64, "r": 383.76, "b": 384.48 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p86.10", "order": 47, "type": "figure", "bbox": { "l": 62.64, "t": 374.16, "r": 496.8, "b": 114.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.65 0.62 cfs\n0.6 NOAA 24-hr D\n10 YR-C Rainfall=5.26\"\n0.55\nRunoff Area=0.360 ac\n0.5\n0.45\nRunoff Volume=0.072 af\n0.4\n(cfs) 0.35 Runoff Depth=2.40\"\nFlow 0.3 Flow Length=247'\n0.25 Tc=10.7 min\nCN=72/0\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p86.11", "order": 48, "type": "footnote", "bbox": { "l": 86.16, "t": 130.56, "r": 492.48, "b": 112.32 }, "text": "2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p86.12", "order": 49, "type": "footer", "bbox": { "l": 512.4, "t": 356.88, "r": 546.48, "b": 345.84 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 87, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p87.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 561.36, "b": 703.68 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 59", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p87.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 395.52, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p87.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 59", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p87.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390, "b": 672.72 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p87.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.44, "b": 621.84 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 2.66\" for 10 YR-C event\nInflow = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af\nPrimary = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p87.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p87.7", "order": 7, "type": "caption", "bbox": { "l": 260.4, "t": 586.32, "r": 350.64, "b": 572.4 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p87.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p87.9", "order": 9, "type": "figure", "bbox": { "l": 61.92, "t": 561.6, "r": 552.48, "b": 301.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n10.45 cfs Primary\n10.45 cfs\nInflow Area=8.220 ac\n11\n10\n9\n8\n7\n(cfs)\n6\nFlow 5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 88, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p88.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 60", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p88.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p88.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 7L: POA-4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p88.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.84 }, "text": "Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 1.88\" for 10 YR-C event\nInflow = 5.96 cfs @ 12.32 hrs, Volume= 0.987 af\nPrimary = 5.96 cfs @ 12.32 hrs, Volume= 0.987 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p88.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p88.6", "order": 6, "type": "caption", "bbox": { "l": 260.4, "t": 586.56, "r": 351.6, "b": 572.4 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p88.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p88.8", "order": 8, "type": "figure", "bbox": { "l": 63.6, "t": 562.08, "r": 553.68, "b": 300.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n5.96 cfs Primary\n5.96 cfs\n6 Inflow Area=6.300 ac\n5\n4\n(cfs)\nFlow 3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 89, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p89.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 61", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p89.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.16, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p89.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.84, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p89.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.84 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 1.46\" for 10 YR-C event\nInflow = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af\nPrimary = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af, Atten= 0%, Lag= 0.0 min\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt= 0.01 hrs", "reading_order": 3 }, { "id": "p89.5", "order": 5, "type": "heading", "bbox": { "l": 260.16, "t": 586.56, "r": 351.84, "b": 572.16 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p89.6", "order": 6, "type": "figure", "bbox": { "l": 63.6, "t": 567.12, "r": 553.68, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.20 cfs Primary\n2.20 cfs\nInflow Area=2.740 ac\n2\n(cfs)\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 90, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 2, "items": [ { "id": "p90.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 561.6, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 62", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p90.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.76, "r": 394.08, "b": 698.88 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p90.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.96, "b": 672.48 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p90.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 511.92, "b": 621.84 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 2.38\" for 10 YR-C event\nInflow = 3.49 cfs @ 12.42 hrs, Volume= 0.710 af\nPrimary = 3.49 cfs @ 12.42 hrs, Volume= 0.710 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p90.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p90.6", "order": 6, "type": "heading", "bbox": { "l": 260.16, "t": 586.56, "r": 351.84, "b": 572.16 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p90.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 566.64, "r": 303.84, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p90.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 564.48, "r": 553.2, "b": 298.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n3.49 cfs Primary\n3.49 cfs\nInflow Area=3.580 ac\n3\n(cfs)\n2\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 91, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p91.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 561.36, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 63", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p91.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p91.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p91.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 2.41\" for 10 YR-C event\nInflow = 3.13 cfs @ 12.42 hrs, Volume= 0.604 af\nPrimary = 3.13 cfs @ 12.42 hrs, Volume= 0.604 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 3 }, { "id": "p91.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p91.6", "order": 6, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p91.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p91.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 551.28, "r": 553.44, "b": 301.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n3.13 cfs Primary\n3.13 cfs\nInflow Area=3.010 ac\n3\n2\n(cfs)\nFlow\n1\n0" }, "reading_order": 7 }, { "id": "p91.9", "order": 9, "type": "footnote", "bbox": { "l": 84, "t": 309.12, "r": 478.56, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 92, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p92.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 561.36, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 64", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p92.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 397.2, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p92.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p92.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 2.22\" for 10 YR-C event\nInflow = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af\nPrimary = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 3 }, { "id": "p92.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p92.6", "order": 6, "type": "caption", "bbox": { "l": 256.32, "t": 574.32, "r": 354.96, "b": 559.92 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p92.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p92.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 550.56, "r": 553.2, "b": 299.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n1.48 cfs Primary\n1.48 cfs\nInflow Area=0.570 ac\n1\n(cfs)\nFlow\n0" }, "reading_order": 7 }, { "id": "p92.9", "order": 9, "type": "footnote", "bbox": { "l": 83.28, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 93, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "list": 1, "list_item": 3, "text": 2 }, "build_ms": 0, "items": [ { "id": "p93.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 561.36, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 65", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p93.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p93.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p93.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.44, "b": 611.04 }, "text": "7.17% Impervious, Inflow Depth = 1.45\" for 10 YR-C event\n12.24 hrs, Volume= 0.321 af\n12.24 hrs, Volume= 0.321 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p93.5", "order": 5, "type": "list", "bbox": { "l": 52.08, "t": 659.52, "r": 198.72, "b": 623.28 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p93.5.1", "order": 6, "type": "list_item", "bbox": { "l": 52.08, "t": 659.52, "r": 196.08, "b": 647.28 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 0 }, { "id": "p93.5.2", "order": 7, "type": "list_item", "bbox": { "l": 52.56, "t": 646.8, "r": 198.48, "b": 635.04 }, "text": "Inflow = 2.12 cfs @", "reading_order": 1 }, { "id": "p93.5.3", "order": 8, "type": "list_item", "bbox": { "l": 52.56, "t": 634.8, "r": 198.72, "b": 623.28 }, "text": "Primary = 2.12 cfs @", "reading_order": 2 } ], "reading_order": 4 }, { "id": "p93.6", "order": 9, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p93.7", "order": 10, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p93.8", "order": 11, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.84, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p93.9", "order": 12, "type": "figure", "bbox": { "l": 64.56, "t": 551.52, "r": 553.2, "b": 301.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.12 cfs Primary\n2.12 cfs\nInflow Area=2.650 ac\n2\n(cfs)\nFlow 1\n0" }, "reading_order": 8 }, { "id": "p93.10", "order": 13, "type": "footnote", "bbox": { "l": 83.28, "t": 308.64, "r": 478.32, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 94, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p94.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 66", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p94.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 399.36, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p94.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 394.08, "b": 672.72 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p94.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.44, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 1.61\" for 10 YR-C event\nInflow = 0.08 cfs @ 12.26 hrs, Volume = 0.012 af\nPrimary = 0.08 cfs @ 12.26 hrs, Volume = 0.012 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p94.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p94.6", "order": 6, "type": "heading", "bbox": { "l": 256.56, "t": 574.08, "r": 354.96, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p94.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p94.8", "order": 8, "type": "figure", "bbox": { "l": 64.8, "t": 546.24, "r": 497.04, "b": 305.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.085 0.08 cfs\n0.08 cfs\nInflow Area=0.090 ac\n0.08\n0.075\n0.07\n0.065\n0.06\n0.055\n0.05\n(cfs) 0.045\nFlow\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0" }, "reading_order": 7 }, { "id": "p94.9", "order": 9, "type": "footnote", "bbox": { "l": 94.56, "t": 308.4, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p94.10", "order": 10, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 95, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p95.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 67", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p95.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p95.3", "order": 3, "type": "heading", "bbox": { "l": 207.36, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p95.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 1.91\" for 10 YR-C event\nInflow = 5.80 cfs @ 12.32 hrs, Volume= 0.955 af\nPrimary = 5.80 cfs @ 12.32 hrs, Volume= 0.955 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 3 }, { "id": "p95.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p95.6", "order": 6, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p95.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p95.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 550.08, "r": 553.2, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n5.80 cfs Primary\n5.80 cfs\nInflow Area=6.010 ac\n6\n5\n4\n(cfs)\nFlow\n3\n2\n1\n0" }, "reading_order": 7 }, { "id": "p95.9", "order": 9, "type": "footnote", "bbox": { "l": 84.24, "t": 308.88, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 96, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p96.1", "order": 1, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 398.64, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p96.2", "order": 2, "type": "header", "bbox": { "l": 414.96, "t": 738.96, "r": 563.52, "b": 699.36 }, "text": "nr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nPage 68", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p96.3", "order": 3, "type": "heading", "bbox": { "l": 217.92, "t": 687.12, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p96.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.68, "b": 611.28 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 1.31\" for 10 YR-C event\nInflow = 0.16 cfs @ 12.35 hrs, Volume= 0.032 af\nPrimary = 0.16 cfs @ 12.35 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 3 }, { "id": "p96.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p96.6", "order": 6, "type": "caption", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p96.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p96.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 546, "r": 498.24, "b": 300.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.16 cfs\n0.18\n0.16 cfs\nInflow Area=0.290 ac\n0.17\n0.16\n0.15\n0.14\n0.13\n0.12\n0.11\n(cfs) 0.1\n0.09\nFlow 0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0" }, "reading_order": 7 }, { "id": "p96.9", "order": 9, "type": "footnote", "bbox": { "l": 88.56, "t": 308.88, "r": 478.56, "b": 287.04 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p96.10", "order": 10, "type": "footer", "bbox": { "l": 506.4, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 97, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p97.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 561.36, "b": 702.96 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p97.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p97.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 69", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p97.4", "order": 4, "type": "heading", "bbox": { "l": 218.88, "t": 687.36, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p97.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 622.08 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 2.40\" for 10 YR-C event\nInflow = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af\nPrimary = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p97.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p97.7", "order": 7, "type": "caption", "bbox": { "l": 257.28, "t": 586.32, "r": 355.2, "b": 572.4 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p97.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p97.9", "order": 9, "type": "figure", "bbox": { "l": 61.68, "t": 560.4, "r": 551.76, "b": 300.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.62 cfs Primary\n0.62 cfs\nInflow Area=0.360 ac\n0.65\n0.6\n0.55\n0.5\n0.45\n0.4\n(cfs)\n0.35\nFlow 0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 98, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 46, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p98.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 560.88, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p98.2", "order": 2, "type": "header", "bbox": { "l": 469.92, "t": 738.72, "r": 561.12, "b": 699.6 }, "text": "R-F Rainfall=6.17\"\nPrinted 8/29/2025\nPage 70", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p98.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p98.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 418.56, "b": 672.72 }, "text": "Summary for Subcatchment 1S: DA-E1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p98.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 457.68, "b": 634.56 }, "text": "Runoff = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af, Depth= 3.43\"\nRouted to Link 6L : 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"order": 52, "type": "caption", "bbox": { "l": 231.36, "t": 362.64, "r": 380.4, "b": 348.48 }, "text": "Subcatchment 5S: DA-E3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p100.9", "order": 53, "type": "figure", "bbox": { "l": 60.96, "t": 338.16, "r": 551.52, "b": 77.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Runoff\n3.12 cfs\n3 NOAA 24-hr D\n10 YR-F Rainfall=6.17\"\nRunoff Area=2.650 ac\nRunoff Volume=0.442 af\n2\n(cfs) Runoff Depth=2.00\"\nFlow Flow Length=239'\nTc=12.8 min\nCN=56/98\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 101, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "footnote": 1, 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223.92, "t": 374.64, "r": 388.32, "b": 360.72 }, "text": "Subcatchment 12S: DA-E2A", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p103.10", "order": 42, "type": "figure", "bbox": { "l": 62.64, "t": 357.84, "r": 551.28, "b": 88.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.96 cfs\n2\nNOAA 24-hr D\n10 YR-F Rainfall=6.17\"\nRunoff Area=0.570 ac\nRunoff Volume=0.139 af\n(cfs) Runoff Depth=2.92\"\nFlow Flow Length=421'\n1\nTc=2.7 min\nCN=68/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 104, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 69, "counts_by_type": { "header": 3, "table": 1, "table_cell": 60, "text": 4, 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"order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 487.302451, "r": 340.102911, "b": 475.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p106.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 50.88, "t": 569.2629, "r": 123.4629, "b": 550.0457 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p106.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "0.230\n0.050", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p106.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n61", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p106.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 549.257868 }, "text": "Woods, Good, HSG B\n>75% Grass cover, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p106.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 50.88, "t": 530.8286, "r": 123.4629, "b": 511.6114 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p106.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 86.399998, "t": 511.302451, "r": 113.029037, "b": 499.337871 }, "text": "0.010", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p106.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p106.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 159.386425, "t": 549.222448, "r": 226.433445, "b": 537.257868 }, "text": "Roofs, HSG B", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p106.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 50.88, "t": 511.6114, "r": 123.4629, "b": 492.3943 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p106.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 511.337871 }, "text": "0.290\n0.280", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p106.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 511.337871 }, "text": "58\n56", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p106.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 265.350494, "b": 511.337871 }, "text": "Weighted Average\n96.55% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p106.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 50.88, "t": 473.1771, "r": 123.4629, "b": 453.96 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p106.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 86.399998, "t": 549.222448, "r": 113.029037, "b": 537.257868 }, "text": "0.010", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p106.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 133.227307, "t": 549.222448, "r": 145.084677, "b": 537.257868 }, "text": "98", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p106.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 159.386425, "t": 511.302451, "r": 270.151678, "b": 499.337871 }, "text": "3.45% Impervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 18 }, { "id": "p106.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 65.040001, "t": 487.302451, "r": 89.40872, "b": 463.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p106.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 100.248415, "t": 487.302451, "r": 132.666767, "b": 463.337871 }, "text": "Length (feet)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p106.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 148.683866, "t": 487.302451, "r": 175.895438, "b": 463.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p106.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 186.552062, "t": 487.302451, "r": 223.968178, "b": 463.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p106.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 234.581918, "t": 487.302451, "r": 275.988028, "b": 463.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p106.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 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461.382452, "r": 223.870219, "b": 449.417872 }, "text": "0.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p106.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 341.2114, "t": 434.7429, "r": 413.7943, "b": 415.5257 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p106.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 286.679993, "t": 461.26245, "r": 520.062468, "b": 425.417872 }, "text": "Sheet Flow,\\nWoods: Dense underbrush n= 0.800 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p106.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "1.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": 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Flow, Paved Kv= 20.3 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p108.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 68.76, "t": 423.462454, "r": 89.492517, "b": 411.497874 }, "text": "10.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p108.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 114.944052, "t": 423.462454, "r": 132.697945, "b": 411.497874 }, "text": "247", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p108.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.354569, "t": 423.462454, "r": 166.947862, "b": 411.497874 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p108.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 268.9029, "t": 436.2667, "r": 340.6971, "b": 416.88 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p108.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 340.6971, "t": 436.2667, "r": 412.4914, "b": 416.88 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p108.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 412.4914, "t": 436.2667, "r": 484.2857, "b": 416.88 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p108.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 484.2857, "t": 436.2667, "r": 556.08, "b": 416.88 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 6 }, { "id": "p108.8", "order": 48, "type": "caption", "bbox": { "l": 228.24, "t": 398.64, "r": 383.76, "b": 384.48 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p108.9", "order": 49, "type": "figure", "bbox": { "l": 63.12, "t": 377.04, "r": 497.28, "b": 114.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.9\n0.82 cfs\n0.85\n0.8 NOAA 24-hr D\n0.75\n0.7 10 YR-F Rainfall=6.17\"\nRunoff Area=0.360 ac\n0.65\n0.6\n0.55 Runoff Volume=0.094 af\n(cfs) Runoff Depth=3.13\"\n0.5\n0.45\nFlow 0.4 Flow Length=247'\nTc=10.7 min\n0.35\n0.3\n0.25 CN=72/0\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p108.10", "order": 50, "type": "footnote", "bbox": { "l": 66.48, "t": 424.08, "r": 168.96, "b": 411.36 }, "text": "10.7 247 Total", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p108.11", "order": 51, "type": "footnote", "bbox": { "l": 88.08, "t": 130.56, "r": 492.72, "b": 112.32 }, "text": "2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p108.12", "order": 52, "type": "footer", "bbox": { "l": 512.4, "t": 356.88, "r": 546.72, "b": 345.84 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 109, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p109.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.72, "r": 561.36, "b": 702 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 81", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p109.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p109.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390, "b": 672.72 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p109.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 511.44, "b": 622.32 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 3.43\" for 10 YR-F event\nInflow = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af\nPrimary = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p109.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p109.6", "order": 6, "type": "caption", "bbox": { "l": 260.4, "t": 586.32, "r": 350.64, "b": 572.4 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p109.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p109.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 563.52, "r": 550.8, "b": 301.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n15 13.55 cfs Primary\n13.55 cfs\nInflow Area=8.220 ac\n14\n13\n12\n11\n10\n9\n(cfs) 8\nFlow\n7\n6\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 110, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p110.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 738.72, "r": 561.12, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 82", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p110.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.28, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p110.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.72 }, "text": "Summary for Link 7L: POA-4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p110.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 659.76, "r": 511.2, "b": 621.84 }, "text": "Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 2.53\" for 10 YR-F event\nInflow = 8.27 cfs @ 12.31 hrs, Volume = 1.330 af\nPrimary = 8.27 cfs @ 12.31 hrs, Volume = 1.330 af, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p110.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p110.6", "order": 6, "type": "caption", "bbox": { "l": 260.64, "t": 586.32, "r": 351.6, "b": 572.64 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p110.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 566.4, "r": 303.6, "b": 555.84 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p110.8", "order": 8, "type": "figure", "bbox": { "l": 66.48, "t": 560.16, "r": 502.08, "b": 301.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "8.27 cfs\n9\n8.27 cfs\nInflow Area=6.300 ac\n8\n7\n6\n(cfs) 5\nFlow 4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 }, { "id": "p110.9", "order": 9, "type": "footnote", "bbox": { "l": 84.96, "t": 317.52, "r": 478.8, "b": 299.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p110.10", "order": 10, "type": "footer", "bbox": { "l": 505.92, "t": 545.04, "r": 546.96, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 111, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p111.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 83", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p111.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.16, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p111.3", "order": 3, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p111.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 621.6 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 2.01\" for 10 YR-F event\nInflow = 3.22 cfs @ 12.23 hrs, Volume= 0.458 af\nPrimary = 3.22 cfs @ 12.23 hrs, Volume= 0.458 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p111.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p111.6", "order": 6, "type": "heading", "bbox": { "l": 260.16, "t": 586.56, "r": 351.84, "b": 572.16 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p111.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 566.64, "r": 303.84, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p111.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 565.44, "r": 553.2, "b": 299.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n3.22 cfs Primary\n3.22 cfs\nInflow Area=2.740 ac\n3\n(cfs)\n2\nFlow\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 112, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p112.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 84", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p112.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 401.52, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p112.3", "order": 3, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p112.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 511.68, "b": 621.84 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 3.11\" for 10 YR-F event\nInflow = 4.61 cfs @ 12.42 hrs, Volume= 0.927 af\nPrimary = 4.61 cfs @ 12.42 hrs, Volume= 0.927 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p112.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p112.6", "order": 6, "type": "caption", "bbox": { "l": 260.4, "t": 586.56, "r": 351.6, "b": 572.4 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p112.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p112.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 563.28, "r": 552.72, "b": 299.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n5 4.61 cfs Primary\n4.61 cfs\nInflow Area=3.580 ac\n4\n3\n(cfs)\nFlow\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 113, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "heading": 2, "text": 7 }, "build_ms": 1, "items": [ { "id": "p113.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 739.2, "r": 561.12, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 85", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p113.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p113.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p113.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.24, "r": 501.36, "b": 635.76 }, "text": "0.33% Impervious, Inflow Depth = 3.14\" for 10 YR-F event\n12.42 hrs, Volume= 0.788 af", "reading_order": 3 }, { "id": "p113.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.52, "r": 195.6, "b": 647.28 }, "text": "Inflow Area = 3.010 ac,", "reading_order": 4 }, { "id": "p113.6", "order": 6, "type": "text", "bbox": { "l": 52.56, "t": 646.56, "r": 198.48, "b": 635.04 }, "text": "Inflow = 4.15 cfs @", "reading_order": 5 }, { "id": "p113.7", "order": 7, "type": "text", "bbox": { "l": 52.8, "t": 635.28, "r": 512.88, "b": 621.84 }, "text": "0.788 af, Atten= 0%, Lag= 0.0 min", "reading_order": 6 }, { "id": "p113.8", "order": 8, "type": "text", "bbox": { "l": 52.56, "t": 634.8, "r": 304.8, "b": 622.8 }, "text": "Primary = 4.15 cfs @ 12.42 hrs, Volume=", "reading_order": 7 }, { "id": "p113.9", "order": 9, "type": "text", "bbox": { "l": 66.72, "t": 623.04, "r": 196.08, "b": 611.04 }, "text": "Routed to Link 9L : POA-2", "reading_order": 8 }, { "id": "p113.10", "order": 10, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 9 }, { "id": "p113.11", "order": 11, "type": "heading", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 10 }, { "id": "p113.12", "order": 12, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p113.13", "order": 13, "type": "figure", "bbox": { "l": 63.84, "t": 550.56, "r": 553.44, "b": 300.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n4.15 cfs Primary\n4.15 cfs\nInflow Area=3.010 ac\n4\n3\n(cfs)\nFlow 2\n1\n0" }, "reading_order": 12 }, { "id": "p113.14", "order": 14, "type": "footnote", "bbox": { "l": 84, "t": 309.12, "r": 478.56, "b": 286.56 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 } ] }, { "document_id": 12617, "page": 114, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p114.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.96, "r": 561.12, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 86", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p114.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 396, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p114.3", "order": 3, "type": "heading", "bbox": { "l": 217.92, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p114.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.44, "b": 611.04 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 2.92\" for 10 YR-F event\nInflow = 1.96 cfs @ 12.11 hrs, Volume= 0.139 af\nPrimary = 1.96 cfs @ 12.11 hrs, Volume= 0.139 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 3 }, { "id": "p114.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p114.6", "order": 6, "type": "caption", "bbox": { "l": 256.32, "t": 574.32, "r": 354.72, "b": 560.16 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p114.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p114.8", "order": 8, "type": "figure", "bbox": { "l": 62.4, "t": 549.12, "r": 552.96, "b": 299.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n1.96 cfs Primary\n1.96 cfs\nInflow Area=0.570 ac\n2\n(cfs)\nFlow\n1\n0" }, "reading_order": 7 }, { "id": "p114.9", "order": 9, "type": "footnote", "bbox": { "l": 84, "t": 308.88, "r": 478.56, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 115, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "list": 1, "list_item": 3, "text": 2 }, "build_ms": 0, "items": [ { "id": "p115.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.2, "r": 561.12, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 87", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p115.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 394.8, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p115.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p115.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.68, "b": 611.04 }, "text": "7.17% Impervious, Inflow Depth = 2.00\" for 10 YR-F event\n12.23 hrs, Volume= 0.442 af\n12.23 hrs, Volume= 0.442 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p115.5", "order": 5, "type": "list", "bbox": { "l": 52.08, "t": 659.52, "r": 198.72, "b": 623.28 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p115.5.1", "order": 6, "type": "list_item", "bbox": { "l": 52.08, "t": 659.52, "r": 196.08, "b": 647.28 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 0 }, { "id": "p115.5.2", "order": 7, "type": "list_item", "bbox": { "l": 52.56, "t": 646.8, "r": 198.48, "b": 634.8 }, "text": "Inflow = 3.12 cfs @", "reading_order": 1 }, { "id": "p115.5.3", "order": 8, "type": "list_item", "bbox": { "l": 52.56, "t": 634.8, "r": 198.72, "b": 623.28 }, "text": "Primary = 3.12 cfs @", "reading_order": 2 } ], "reading_order": 4 }, { "id": "p115.6", "order": 9, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p115.7", "order": 10, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p115.8", "order": 11, "type": "caption", "bbox": { "l": 252.72, "t": 553.68, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p115.9", "order": 12, "type": "figure", "bbox": { "l": 62.16, "t": 551.76, "r": 553.2, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n3.12 cfs Primary\n3.12 cfs\nInflow Area=2.650 ac\n3\n2\n(cfs)\nFlow\n1\n0" }, "reading_order": 8 }, { "id": "p115.10", "order": 13, "type": "footnote", "bbox": { "l": 84, "t": 308.64, "r": 478.56, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 116, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 2, "text": 3 }, "build_ms": 0, "items": [ { "id": "p116.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.72, "r": 561.12, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 88", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p116.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 402, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p116.3", "order": 3, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 394.08, "b": 672.72 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p116.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.68, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 2.17\" for 10 YR-F event\nInflow = 0.11 cfs @ 12.26 hrs, Volume = 0.016 af\nPrimary = 0.11 cfs @ 12.26 hrs, Volume = 0.016 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 3 }, { "id": "p116.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p116.6", "order": 6, "type": "heading", "bbox": { "l": 256.32, "t": 574.08, "r": 354.96, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p116.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 553.68, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p116.8", "order": 8, "type": "figure", "bbox": { "l": 65.28, "t": 545.76, "r": 494.16, "b": 302.88 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "0.11 cfs\n0.12\n0.11 cfs\n0.115\n0.11\n0.105\n0.1\n0.095\n0.09\n0.085\n0.08\n0.075\n0.07\n(cfs) 0.065\n0.06\nFlow 0.055\n0.05\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0" }, "children": [ { "id": "p116.8.1", "order": 9, "type": "text", "bbox": { "l": 318.96, "t": 512.88, "r": 484.08, "b": 495.84 }, "text": "Inflow Area=0.090 ac", "reading_order": 0 } ], "reading_order": 7 }, { "id": "p116.9", "order": 10, "type": "footnote", "bbox": { "l": 90, "t": 308.64, "r": 478.32, "b": 287.04 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p116.10", "order": 11, "type": "footer", "bbox": { "l": 506.16, "t": 532.32, "r": 546.72, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 117, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "heading": 2, "text": 4 }, "build_ms": 0, "items": [ { "id": "p117.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.96, "r": 561.36, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 89", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p117.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 394.56, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p117.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.64, "b": 672.48 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p117.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 660.48, "r": 501.6, "b": 635.52 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 2.57\" for 10 YR-F event\nInflow = 8.03 cfs @ 12.31 hrs, Volume = 1.286 af", "reading_order": 3 }, { "id": "p117.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 634.8, "r": 198.96, "b": 623.04 }, "text": "Primary = 8.03 cfs @", "reading_order": 4 }, { "id": "p117.6", "order": 6, "type": "text", "bbox": { "l": 66.72, "t": 623.04, "r": 195.84, "b": 611.04 }, "text": "Routed to Link 7L : POA-4", "reading_order": 5 }, { "id": "p117.7", "order": 7, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 6 }, { "id": "p117.8", "order": 8, "type": "heading", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p117.9", "order": 9, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p117.10", "order": 10, "type": "figure", "bbox": { "l": 61.68, "t": 550.56, "r": 553.92, "b": 302.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n8.03 cfs Primary\n8.03 cfs\n8 Inflow Area=6.010 ac\n7\n6\n(cfs)\n5\nFlow 4\n3\n2\n1\n0" }, "reading_order": 9 }, { "id": "p117.11", "order": 11, "type": "footnote", "bbox": { "l": 84.24, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 118, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p118.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 738.72, "r": 561.12, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 90", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p118.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.04, "r": 394.56, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p118.3", "order": 3, "type": "heading", "bbox": { "l": 217.92, "t": 687.12, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p118.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.68, "b": 611.28 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 1.84\" for 10 YR-F event\nInflow = 0.25 cfs @ 12.35 hrs, Volume= 0.045 af\nPrimary = 0.25 cfs @ 12.35 hrs, Volume= 0.045 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 3 }, { "id": "p118.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p118.6", "order": 6, "type": "caption", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p118.7", "order": 7, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p118.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 546.72, "r": 529.68, "b": 299.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.25 cfs\n0.25 cfs\nInflow Area=0.290 ac\n0.26\n0.24\n0.22\n0.2\n0.18\n0.16\n(cfs)\n0.14\nFlow 0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0" }, "reading_order": 7 }, { "id": "p118.9", "order": 9, "type": "footer", "bbox": { "l": 506.64, "t": 532.32, "r": 546.72, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p118.10", "order": 10, "type": "footnote", "bbox": { "l": 89.28, "t": 308.88, "r": 478.56, "b": 287.04 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 119, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p119.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 738.72, "r": 560.88, "b": 705.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p119.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 390.96, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p119.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 91", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p119.4", "order": 4, "type": "heading", "bbox": { "l": 218.88, "t": 687.36, "r": 394.08, "b": 672.72 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p119.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.44, "b": 622.08 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 3.13\" for 10 YR-F event\nInflow = 0.82 cfs @ 12.20 hrs, Volume= 0.094 af\nPrimary = 0.82 cfs @ 12.20 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p119.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p119.7", "order": 7, "type": "caption", "bbox": { "l": 257.04, "t": 586.32, "r": 355.2, "b": 572.4 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p119.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p119.9", "order": 9, "type": "figure", "bbox": { "l": 65.52, "t": 561.12, "r": 495.6, "b": 305.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.9 0.82 cfs\n0.82 cfs\nInflow Area=0.360 ac\n0.85\n0.8\n0.75\n0.7\n0.65\n0.6\n0.55\n(cfs) 0.5\n0.45\nFlow 0.4\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p119.10", "order": 10, "type": "footnote", "bbox": { "l": 91.2, "t": 317.28, "r": 478.56, "b": 300 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p119.11", "order": 11, "type": "footer", "bbox": { "l": 505.92, "t": 544.8, "r": 546.96, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 120, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", 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"reading_order": 2 }, { "id": "p120.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 457.68, "b": 634.8 }, "text": "Runoff = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af, Depth= 5.91\"\nRouted to Link 6L : POA-1", "reading_order": 3 }, { "id": "p120.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.52, "r": 611.28, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95\"", "reading_order": 4 }, { "id": "p120.6", "order": 6, "type": "table", "bbox": { "l": 52.8, "t": 587.142469, "r": 559.2, "b": 499.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p120.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p120.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p120.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p120.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 523.337871 }, "text": "1.050\n7.170\n8.220\n8.220", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p120.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 523.337871 }, "text": "55\n78\n75\n75", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p120.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 523.337871 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B\nWeighted Average\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 5 }, { "id": "p120.7", "order": 13, "type": "table", "bbox": { "l": 52.32, "t": 513.36, "r": 558, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 24, "cells_flagged": 2, "flags": [ { "row": 4, "col": 0, "coverage": 0, "text": "22.6" }, { "row": 4, "col": 1, "coverage": 0, "text": "724" } ] } }, "children": [ { "id": "p120.7.1", "order": 14, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc\\n(min)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p120.7.2", "order": 15, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length\\n(feet)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p120.7.3", "order": 16, "type": "table_cell", "bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope\\n(ft/ft)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p120.7.4", "order": 17, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity\\n(ft/sec)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p120.7.5", "order": 18, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity\\n(cfs)", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p120.7.6", "order": 19, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 5 }, { "id": "p120.7.7", "order": 20, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "9.0", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p120.7.8", "order": 21, "type": "table_cell", "bbox": { "l": 120.82405, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "35", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p120.7.9", "order": 22, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0200", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p120.7.10", "order": 23, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.07", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p120.7.11", "order": 24, "type": "table_cell", "bbox": { "l": 389.44, "t": 489.6, "r": 473.72, "b": 465.84 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p120.7.12", "order": 25, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 512.409343, "b": 449.417872 }, "text": "Sheet Flow,\\nWoods: Light underbrush n= 0.400 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p120.7.13", "order": 26, "type": "table_cell", "bbox": { "l": 68.76, "t": 449.382452, "r": 89.492517, "b": 437.417872 }, "text": "12.0", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p120.7.14", "order": 27, "type": "table_cell", "bbox": { "l": 114.944052, "t": 449.382452, "r": 132.697945, "b": 437.417872 }, "text": "646", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p120.7.15", "order": 28, "type": "table_cell", "bbox": { "l": 143.354569, "t": 449.382452, "r": 175.880131, "b": 437.417872 }, "text": "0.0100", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p120.7.16", "order": 29, "type": "table_cell", "bbox": { "l": 203.154228, "t": 449.382452, "r": 223.886744, "b": 437.417872 }, "text": "0.90", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p120.7.17", "order": 30, "type": "table_cell", "bbox": { "l": 389.44, "t": 465.84, "r": 473.72, "b": 442.08 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p120.7.18", "order": 31, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 466.069964, "b": 425.417872 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p120.7.19", "order": 32, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "2.6", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p120.7.20", "order": 33, "type": "table_cell", "bbox": { "l": 120.82405, "t": 425.382452, "r": 132.68142, "b": 413.417872 }, "text": "50", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p120.7.21", "order": 34, "type": "table_cell", "bbox": { "l": 143.445254, "t": 425.382452, "r": 175.863606, "b": 413.417872 }, "text": "0.0040", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p120.7.22", "order": 35, "type": "table_cell", "bbox": { "l": 203.137703, "t": 425.382452, "r": 223.870219, "b": 413.417872 }, "text": "0.32", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p120.7.23", "order": 36, "type": "table_cell", "bbox": { "l": 389.44, "t": 442.08, "r": 473.72, "b": 418.32 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p120.7.24", "order": 37, "type": "table_cell", "bbox": { "l": 286.679993, "t": 425.26245, "r": 425.623588, "b": 401.417872 }, "text": "Shallow Concentrated Flow,\\nWoodland Kv= 5.0 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p120.7.25", "order": 38, "type": "table_cell", "bbox": { "l": 52.32, "t": 418.32, "r": 136.6, "b": 394.56 }, "text": "22.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p120.7.26", "order": 39, "type": "table_cell", "bbox": { "l": 136.6, "t": 418.32, "r": 220.88, "b": 394.56 }, "text": "724", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p120.7.27", "order": 40, "type": "table_cell", "bbox": { "l": 143.354569, "t": 399.462454, "r": 166.947862, "b": 387.497874 }, "text": "Total", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p120.7.28", "order": 41, "type": "table_cell", "bbox": { "l": 305.16, "t": 418.32, "r": 389.44, "b": 394.56 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p120.7.29", "order": 42, "type": "table_cell", "bbox": { "l": 389.44, "t": 418.32, "r": 473.72, "b": 394.56 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p120.7.30", "order": 43, "type": "table_cell", "bbox": { "l": 473.72, "t": 418.32, "r": 558, "b": 394.56 }, "text": "", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p120.8", "order": 44, "type": "caption", "bbox": { "l": 231.12, "t": 374.64, "r": 379.44, "b": 360.48 }, "text": "Subcatchment 1S: DA-E1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p120.9", "order": 45, "type": "caption", "bbox": { "l": 254.64, "t": 354.24, "r": 306, "b": 343.44 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p120.10", "order": 46, "type": "figure", "bbox": { "l": 64.32, "t": 349.92, "r": 501.84, "b": 90 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "26\n25 23.39 cfs\n24\nNOAA 24-hr D\n23\n22\n20 100 YR-C Rainfall=8.95\"\n21\n18 Runoff Area=8.220 ac\n19\n17\n16 Runoff Volume=4.046 af\n15\n(cfs) 14 Runoff Depth=5.91\"\n13\nFlow 11 Flow Length=731'\n12\n9 Tc=23.6 min\n10\n8\n7 CN=75/0\n6\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p120.11", "order": 47, "type": "text", "bbox": { "l": 511.44, "t": 332.4, "r": 546.48, "b": 321.36 }, "text": "Runoff", "reading_order": 10 }, { "id": "p120.12", "order": 48, "type": "footnote", "bbox": { "l": 86.16, "t": 107.04, "r": 493.44, "b": 88.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 121, "width": 612, "height": 792, "rotation": 0, 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"order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 475.302451, "r": 340.102911, "b": 463.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p122.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 53.76, "t": 570.22, "r": 125.9657, "b": 552.92 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p122.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 537.257868 }, "text": "2.080\n0.130\n0.380", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p122.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 537.257868 }, "text": "55\n98\n61", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p122.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 537.257868 }, "text": "Woods, Good, HSG B\nPaved parking, HSG B\n>75% Grass cover, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p122.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 53.76, "t": 518.32, "r": 125.9657, "b": 501.02 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p122.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 86.399998, "t": 537.222448, "r": 113.029037, "b": 525.2578679999999 }, "text": "0.060", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p122.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 133.227307, "t": 499.302451, "r": 145.084677, "b": 487.337871 }, "text": "98", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p122.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 159.386425, "t": 537.222448, "r": 226.433445, "b": 525.2578679999999 }, "text": "Roofs, HSG A", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p122.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 53.76, "t": 501.02, "r": 125.9657, "b": 483.72 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p122.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 86.399998, "t": 523.302451, "r": 113.029037, "b": 499.337871 }, "text": "2.650\n2.460", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p122.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 133.227307, "t": 523.302451, "r": 145.084677, "b": 499.337871 }, "text": "59\n56", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p122.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 159.386425, "t": 523.302451, "r": 265.350494, "b": 499.337871 }, "text": "Weighted Average\n92.83% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p122.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 53.76, "t": 466.42, "r": 125.9657, "b": 449.12 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p122.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 86.399998, "t": 499.302451, "r": 113.029037, "b": 487.337871 }, "text": "0.190", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p122.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 133.227307, "t": 537.222448, "r": 145.084677, "b": 525.2578679999999 }, "text": "98", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p122.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 159.386425, "t": 499.302451, "r": 270.151678, "b": 487.337871 }, "text": "7.17% Impervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 18 }, { "id": "p122.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 65.040001, "t": 475.302451, "r": 89.40872, "b": 451.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p122.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 100.248415, "t": 475.302451, "r": 132.666767, "b": 451.337871 }, "text": "Length (feet)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p122.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 148.683866, "t": 475.302451, "r": 175.895438, "b": 451.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p122.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 186.552062, "t": 475.302451, "r": 223.968178, "b": 451.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p122.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 234.581918, "t": 475.302451, "r": 275.988028, "b": 451.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p122.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p122.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 74.639998, "t": 449.382452, "r": 89.475992, "b": 437.417872 }, "text": "9.1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p122.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 120.82405, "t": 449.382452, "r": 132.68142, "b": 437.417872 }, "text": "17", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p122.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 143.445254, "t": 449.382452, "r": 175.863606, "b": 437.417872 }, "text": "0.0180", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p122.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 203.137703, "t": 449.382452, "r": 223.870219, "b": 437.417872 }, "text": "0.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p122.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 342.5829, "t": 431.82, "r": 414.7886, "b": 414.52 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p122.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 520.062468, "b": 413.417872 }, "text": "Sheet Flow,\\nWoods: Dense underbrush n= 0.800 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p122.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 74.639998, "t": 413.382452, "r": 89.475992, "b": 401.417872 }, "text": "3.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p122.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 114.927527, "t": 413.382452, "r": 132.68142, "b": 401.417872 }, "text": "222", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p122.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 143.445254, "t": 413.382452, "r": 175.863606, "b": 401.417872 }, "text": "0.0400", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p122.6.35", "order": 41, "type": "table_cell", "bbox": { "l": 203.137703, "t": 413.382452, "r": 223.870219, "b": 401.417872 }, "text": "1.00", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p122.6.36", "order": 42, "type": "table_cell", "bbox": { "l": 342.5829, "t": 414.52, "r": 414.7886, "b": 397.22 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p122.6.37", "order": 43, "type": "table_cell", "bbox": { "l": 286.679993, "t": 413.262472, "r": 425.623588, "b": 389.417872 }, "text": "Shallow Concentrated Flow,\\nWoodland Kv= 5.0 fps", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 36 }, { "id": "p122.6.38", "order": 44, "type": "table_cell", "bbox": { "l": 68.76, "t": 387.462454, "r": 89.492517, "b": 375.497874 }, "text": "12.8", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p122.6.39", "order": 45, "type": "table_cell", "bbox": { "l": 114.944052, "t": 387.462454, "r": 132.697945, "b": 375.497874 }, "text": "239", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p122.6.40", "order": 46, "type": "table_cell", "bbox": { "l": 143.354569, "t": 387.462454, "r": 166.947862, "b": 375.497874 }, "text": "Total", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p122.6.41", "order": 47, "type": "table_cell", "bbox": { "l": 270.3771, "t": 397.22, "r": 342.5829, "b": 379.92 }, "text": "", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p122.6.42", "order": 48, "type": "table_cell", "bbox": { "l": 342.5829, "t": 397.22, "r": 414.7886, "b": 379.92 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 41 }, { "id": "p122.6.43", "order": 49, "type": "table_cell", "bbox": { "l": 414.7886, "t": 397.22, "r": 486.9943, "b": 379.92 }, "text": "", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p122.6.44", "order": 50, "type": "table_cell", "bbox": { "l": 486.9943, "t": 397.22, "r": 559.2, "b": 379.92 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 43 } ], "reading_order": 5 }, { "id": "p122.7", "order": 51, "type": "caption", "bbox": { "l": 231.36, "t": 362.64, "r": 380.4, "b": 348.24 }, "text": "Subcatchment 5S: DA-E3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p122.8", "order": 52, "type": "caption", "bbox": { "l": 254.64, "t": 342, "r": 305.52, "b": 331.44 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p122.9", "order": 53, "type": "figure", "bbox": { "l": 61.44, "t": 336.96, "r": 551.28, "b": 77.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Runoff\n7 6.62 cfs\nNOAA 24-hr D\n100 YR-C Rainfall=8.95\"\n6\n5 Runoff Area=2.650 ac\nRunoff Volume=0.870 af\n(cfs) Runoff Depth=3.94\"\n4\nFlow Flow Length=239'\n3\nTc=12.8 min\n2 CN=56/98\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 123, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 71, "counts_by_type": { "footnote": 1, "header": 3, "table": 1, "table_cell": 61, "text": 4, "title": 1 }, "build_ms": 5, "items": [ { "id": "p123.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.2, "r": 560.88, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p123.2", "order": 2, "type": "header", "bbox": { "l": 462.72, "t": 738.72, "r": 561.84, "b": 699.6 }, "text": "R-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 95", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p123.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p123.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 419.76, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-E2", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p123.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 659.52, "r": 303.6, "b": 647.04 }, "text": "Runoff = 7.41 cfs @ 12.42 hrs, Volume=1.392 af, Depth= 5.55\"", "reading_order": 4 }, { "id": "p123.6", "order": 6, "type": "text", "bbox": { "l": 67.2, "t": 647.04, "r": 216.96, "b": 634.56 }, "text": "Routed to Link 10L : Reduction", "reading_order": 5 }, { "id": "p123.7", "order": 7, "type": "text", "bbox": { "l": 342.48, "t": 659.76, "r": 457.44, "b": 646.8 }, "text": "1.392 af, Depth= 5.55\"", "reading_order": 6 }, { "id": "p123.8", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95\"", "reading_order": 7 }, { "id": "p123.9", "order": 9, "type": "table", "bbox": { "l": 50.88, "t": 588.48, "r": 559.44, "b": 315.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 6, "integrity": { "cells_checked": 49, "cells_flagged": 1, "flags": [ { "row": 11, "col": 1, "coverage": 0, "text": "1 193" } ] } }, "children": [ { "id": "p123.9.1", "order": 10, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p123.9.2", "order": 11, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, 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"b": 499.337871 }, "text": "98", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p128.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 549.222448, "r": 226.433445, "b": 537.257868 }, "text": "Roofs, HSG B", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p128.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 50.88, "t": 511.44, "r": 123.4629, "b": 492.24 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p128.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 511.337871 }, "text": "0.290\n0.280", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p128.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 133.227307, "t": 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"reading_order": 39 }, { "id": "p128.7.41", "order": 48, "type": "table_cell", "bbox": { "l": 203.137703, "t": 401.382452, "r": 223.870219, "b": 389.417872 }, "text": "1.27", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p128.7.42", "order": 49, "type": "table_cell", "bbox": { "l": 341.2114, "t": 396.24, "r": 413.7943, "b": 377.04 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 41 }, { "id": "p128.7.43", "order": 50, "type": "table_cell", "bbox": { "l": 286.679993, "t": 389.382452, "r": 466.069964, "b": 365.297892 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 42 }, { "id": "p128.7.44", "order": 51, "type": "table_cell", "bbox": { "l": 74.639998, "t": 377.382452, "r": 89.475992, "b": 365.417872 }, "text": "2.1", "attrs": { "row": 9, "col": 0, 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"col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p130.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 258.51, "t": 437.1709, "r": 327.24, "b": 413.28 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p130.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 327.24, "t": 437.1709, "r": 395.97, "b": 413.28 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p130.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 395.97, "t": 437.1709, "r": 464.7, "b": 413.28 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p130.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 464.7, "t": 437.1709, "r": 533.43, "b": 413.28 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p130.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 533.43, "t": 437.1709, "r": 602.16, "b": 413.28 }, "text": "", "attrs": { "row": 7, "col": 7, "rowspan": 1, "colspan": 1 }, "reading_order": 37 } ], "reading_order": 3 }, { "id": "p130.5", "order": 43, "type": "text", "bbox": { "l": 53.76, "t": 659.76, "r": 303.84, "b": 634.32 }, "text": "Runoff = 1.45 cfs @ 12.20 hrs, Volume=\nRouted to Link 20L : POA-5", "reading_order": 4 }, { "id": "p130.6", "order": 44, "type": "caption", "bbox": { "l": 228, "t": 398.64, "r": 383.76, "b": 384.24 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p130.7", "order": 45, "type": "figure", "bbox": { "l": 60.72, "t": 376.56, "r": 551.52, "b": 116.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.45 cfs\nNOAA 24-hr D\n100 YR-C Rainfall=8.95\"\nRunoff Area=0.360 ac\n1 Runoff Volume=0.166 af\n(cfs) Runoff Depth=5.54\"\nFlow Flow Length=247'\nTc=10.7 min\nCN=72/0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p130.8", "order": 46, "type": "footnote", "bbox": { "l": 85.68, "t": 130.56, "r": 492.96, "b": 112.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 131, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "form_field": 1, "header": 3, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p131.1", "order": 1, "type": "header", "bbox": { "l": 451.44, "t": 738.72, "r": 561.84, "b": 699.84 }, "text": "YR-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 103", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p131.2", "order": 2, "type": "header", "bbox": { "l": 352.08, "t": 738, "r": 561.12, "b": 714.96 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p131.3", "order": 3, "type": "header", "bbox": { "l": 53.04, "t": 737.28, "r": 396.72, "b": 699.6 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD[p131.3.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p131.3.1", "order": 4, "type": "form_field", "bbox": { "l": 96, "t": 712.16, "r": 108, "b": 700.16 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p131.3.2", "order": 5, "type": "text", "bbox": { "l": 53.04, "t": 737.28, "r": 396.72, "b": 699.6 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 71, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 2 }, { "id": "p131.4", "order": 6, "type": "heading", "bbox": { "l": 222, "t": 687.36, "r": 390, "b": 672.72 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p131.5", "order": 7, "type": "text", "bbox": { "l": 52.32, "t": 659.76, "r": 511.68, "b": 622.08 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 5.91\" for 100 YR-C event\nInflow = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af\nPrimary = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p131.6", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p131.7", "order": 9, "type": "caption", "bbox": { "l": 260.64, "t": 586.32, "r": 350.64, "b": 572.4 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p131.8", "order": 10, "type": "caption", "bbox": { "l": 252.96, "t": 566.64, "r": 303.84, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p131.9", "order": 11, "type": "figure", "bbox": { "l": 64.56, "t": 562.8, "r": 498.24, "b": 302.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "26 23.39 cfs\n23.39 cfs\nInflow Area=8.220 ac\n24\n22\n20\n18\n16\n(cfs) 14\nFlow\n12\n10\n8\n6\n4\n2\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p131.10", "order": 12, "type": "footnote", "bbox": { "l": 82.8, "t": 317.76, "r": 478.08, "b": 299.52 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p131.11", "order": 13, "type": "footer", "bbox": { "l": 506.16, "t": 544.8, "r": 546.96, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 132, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p132.1", "order": 1, "type": "header", "bbox": { "l": 456.24, "t": 738.96, "r": 562.08, "b": 700.08 }, "text": "YR-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 104", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p132.2", "order": 2, "type": "header", "bbox": { "l": 352.08, "t": 737.76, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p132.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 404.4, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p132.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.36, "r": 390.72, "b": 672.72 }, "text": "Summary for Link 7L: POA-4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p132.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 622.08 }, "text": "Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 4.75\" for 100 YR-C event\nInflow = 16.02 cfs @ 12.31 hrs, Volume = 2.494 af\nPrimary = 16.02 cfs @ 12.31 hrs, Volume = 2.494 af, Atten = 0%, Lag = 0.0 min", "reading_order": 4 }, { "id": "p132.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p132.7", "order": 7, "type": "caption", "bbox": { "l": 260.64, "t": 586.32, "r": 351.36, "b": 572.4 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p132.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p132.9", "order": 9, "type": "figure", "bbox": { "l": 64.08, "t": 560.4, "r": 495.84, "b": 304.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "16.02 cfs\n17 16.02 cfs\n16 Inflow Area=6.300 ac\n15\n14\n13\n12\n11\n(cfs)\n10\n9\nFlow 8\n7\n6\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p132.10", "order": 10, "type": "footnote", "bbox": { "l": 83.76, "t": 317.52, "r": 478.08, "b": 299.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p132.11", "order": 11, "type": "footer", "bbox": { "l": 505.92, "t": 544.8, "r": 546.72, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 133, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p133.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.44, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p133.2", "order": 2, "type": "header", "bbox": { "l": 470.16, "t": 738.96, "r": 561.36, "b": 699.6 }, "text": "-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 105", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p133.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 397.2, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p133.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p133.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 511.92, "b": 621.6 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 3.95\" for 100 YR-C event\nInflow = 6.85 cfs @ 12.23 hrs, Volume= 0.902 af\nPrimary = 6.85 cfs @ 12.23 hrs, Volume= 0.902 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p133.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p133.7", "order": 7, "type": "heading", "bbox": { "l": 260.4, "t": 586.56, "r": 351.84, "b": 572.4 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p133.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p133.9", "order": 9, "type": "figure", "bbox": { "l": 62.16, "t": 561.84, "r": 551.76, "b": 299.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n6.85 cfs Primary\n6.85 cfs\nInflow Area=2.740 ac\n7\n6\n5\n(cfs) 4\nFlow\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 134, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 2, "figure": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p134.1", "order": 1, "type": "header", "bbox": { "l": 466.08, "t": 738.72, "r": 562.56, "b": 699.84 }, "text": "R-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 106", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p134.2", "order": 2, "type": "header", "bbox": { "l": 352.08, "t": 738, "r": 561.12, "b": 713.52 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p134.3", "order": 3, "type": "header", "bbox": { "l": 52.56, "t": 737.04, "r": 395.28, "b": 699.36 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p134.4", "order": 4, "type": "heading", "bbox": { "l": 222, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p134.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.92, "b": 621.84 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 5.50\" for 100 YR-C event\nInflow = 8.21 cfs @ 12.42 hrs, Volume= 1.640 af\nPrimary = 8.21 cfs @ 12.42 hrs, Volume= 1.640 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p134.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p134.7", "order": 7, "type": "caption", "bbox": { "l": 260.4, "t": 586.32, "r": 351.6, "b": 572.4 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p134.8", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p134.9", "order": 9, "type": "figure", "bbox": { "l": 60.96, "t": 562.8, "r": 555.12, "b": 300.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n9 8.21 cfs Primary\n8.21 cfs\nInflow Area=3.580 ac\n8\n7\n6\n(cfs) 5\nFlow 4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 135, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p135.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.96, "r": 561.36, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025\ntions LLC Page 107", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p135.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 392.4, "b": 699.6 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p135.3", "order": 3, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.64, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p135.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 5.55\" for 100 YR-C event\nInflow = 7.41 cfs @ 12.42 hrs, Volume= 1.392 af\nPrimary = 7.41 cfs @ 12.42 hrs, Volume= 1.392 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 3 }, { "id": "p135.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p135.6", "order": 6, "type": "heading", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p135.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p135.8", "order": 8, "type": "figure", "bbox": { "l": 64.32, "t": 548.16, "r": 496.08, "b": 304.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "7.41 cfs\n8 7.41 cfs\nInflow Area=3.010 ac\n7\n6\n5\n(cfs)\n4\nFlow\n3\n2\n1\n0" }, "reading_order": 7 }, { "id": "p135.9", "order": 9, "type": "footnote", "bbox": { "l": 84.24, "t": 308.88, "r": 478.56, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p135.10", "order": 10, "type": "footer", "bbox": { "l": 506.4, "t": 532.56, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 136, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p136.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.68, "r": 560.64, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p136.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 399.36, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p136.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 108", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p136.4", "order": 4, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p136.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 5.24\" for 100 YR-C event\nInflow = 3.51 cfs @ 12.11 hrs, Volume= 0.249 af\nPrimary = 3.51 cfs @ 12.11 hrs, Volume= 0.249 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 4 }, { "id": "p136.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p136.7", "order": 7, "type": "caption", "bbox": { "l": 256.32, "t": 574.32, "r": 354.72, "b": 560.16 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p136.8", "order": 8, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p136.9", "order": 9, "type": "figure", "bbox": { "l": 63.12, "t": 549.12, "r": 552.24, "b": 297.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n3.51 cfs Primary\n3.51 cfs\nInflow Area=0.570 ac\n3\n(cfs)\n2\nFlow\n1\n0" }, "reading_order": 8 }, { "id": "p136.10", "order": 10, "type": "footnote", "bbox": { "l": 84.24, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 137, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 16, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "form_field": 1, "header": 3, "heading": 2, "list": 1, "list_item": 3, "text": 3 }, "build_ms": 1, "items": [ { "id": "p137.1", "order": 1, "type": "header", "bbox": { "l": 454.08, "t": 738.96, "r": 562.56, "b": 699.84 }, "text": "YR-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 109", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p137.2", "order": 2, "type": "header", "bbox": { "l": 351.36, "t": 738, "r": 560.88, "b": 715.2 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p137.3", "order": 3, "type": "header", "bbox": { "l": 53.28, "t": 737.28, "r": 395.04, "b": 699.6 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD[p137.3.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p137.3.1", "order": 4, "type": "form_field", "bbox": { "l": 96, "t": 712.16, "r": 108, "b": 700.16 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p137.3.2", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 737.28, "r": 395.04, "b": 699.6 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 78, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 2 }, { "id": "p137.4", "order": 6, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p137.5", "order": 7, "type": "text", "bbox": { "l": 53.04, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "7.17% Impervious, Inflow Depth = 3.94\" for 100 YR-C event\n12.23 hrs, Volume= 0.870 af\n12.23 hrs, Volume= 0.870 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 4 }, { "id": "p137.6", "order": 8, "type": "list", "bbox": { "l": 52.08, "t": 659.28, "r": 198.96, "b": 623.28 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p137.6.1", "order": 9, "type": "list_item", "bbox": { "l": 52.08, "t": 659.28, "r": 195.84, "b": 647.52 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 0 }, { "id": "p137.6.2", "order": 10, "type": "list_item", "bbox": { "l": 52.56, "t": 646.8, "r": 198.24, "b": 634.8 }, "text": "Inflow = 6.62 cfs @", "reading_order": 1 }, { "id": "p137.6.3", "order": 11, "type": "list_item", "bbox": { "l": 52.56, "t": 634.8, "r": 198.96, "b": 623.28 }, "text": "Primary = 6.62 cfs @", "reading_order": 2 } ], "reading_order": 5 }, { "id": "p137.7", "order": 12, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 6 }, { "id": "p137.8", "order": 13, "type": "heading", "bbox": { "l": 246, "t": 574.08, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p137.9", "order": 14, "type": "caption", "bbox": { "l": 252.48, "t": 553.92, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p137.10", "order": 15, "type": "figure", "bbox": { "l": 62.16, "t": 547.68, "r": 552, "b": 299.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n6.62 cfs Primary\n7 6.62 cfs\nInflow Area=2.650 ac\n6\n5\n(cfs) 4\nFlow\n3\n2\n1\n0" }, "reading_order": 9 }, { "id": "p137.11", "order": 16, "type": "footnote", "bbox": { "l": 84.24, "t": 309.12, "r": 478.56, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 138, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 2, "text": 4 }, "build_ms": 0, "items": [ { "id": "p138.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.48, "r": 561.12, "b": 708.72 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p138.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.04, "r": 396.24, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p138.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 110", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p138.4", "order": 4, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 393.84, "b": 672.72 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p138.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.68, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 4.14\" for 100 YR-C event\nInflow = 0.22 cfs @ 12.25 hrs, Volume= 0.031 af\nPrimary = 0.22 cfs @ 12.25 hrs, Volume= 0.031 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 4 }, { "id": "p138.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p138.7", "order": 7, "type": "heading", "bbox": { "l": 256.32, "t": 574.08, "r": 354.96, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p138.8", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 553.92, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p138.9", "order": 9, "type": "figure", "bbox": { "l": 65.04, "t": 545.28, "r": 494.16, "b": 303.6 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "0.25 0.22 cfs\n0.24 0.22 cfs\n0.23\n0.22\n0.21\n0.2\n0.19\n0.18\n0.17\n0.16\n0.15\n(cfs)\n0.14\n0.13\n0.12\nFlow 0.11\n0.1\n0.09\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0" }, "children": [ { "id": "p138.9.1", "order": 10, "type": "text", "bbox": { "l": 318.72, "t": 513.6, "r": 484.08, "b": 495.6 }, "text": "Inflow Area=0.090 ac", "reading_order": 0 } ], "reading_order": 8 }, { "id": "p138.10", "order": 11, "type": "footnote", "bbox": { "l": 90.72, "t": 308.4, "r": 478.32, "b": 287.04 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p138.11", "order": 12, "type": "footer", "bbox": { "l": 506.16, "t": 532.32, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 139, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p139.1", "order": 1, "type": "header", "bbox": { "l": 437.76, "t": 739.2, "r": 563.04, "b": 699.84 }, "text": "00 YR-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 111", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p139.2", "order": 2, "type": "header", "bbox": { "l": 351.6, "t": 738, "r": 560.88, "b": 713.76 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p139.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 402.48, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p139.4", "order": 4, "type": "heading", "bbox": { "l": 207.12, "t": 687.12, "r": 404.4, "b": 672.72 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p139.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.52, "r": 511.68, "b": 611.04 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 4.80\" for 100 YR-C event\nInflow = 15.46 cfs @ 12.31 hrs, Volume = 2.403 af\nPrimary = 15.46 cfs @ 12.31 hrs, Volume = 2.403 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p139.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p139.7", "order": 7, "type": "heading", "bbox": { "l": 246, "t": 574.08, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p139.8", "order": 8, "type": "caption", "bbox": { "l": 252.48, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p139.9", "order": 9, "type": "figure", "bbox": { "l": 65.52, "t": 546.72, "r": 495.36, "b": 306 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "15.46 cfs\n17\n15.46 cfs\nInflow Area=6.010 ac\n16\n15\n14\n13\n12\n11\n10\n(cfs) 9\nFlow\n8\n7\n6\n5\n4\n3\n2\n1" }, "reading_order": 8 }, { "id": "p139.10", "order": 10, "type": "footnote", "bbox": { "l": 82.8, "t": 308.64, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p139.11", "order": 11, "type": "footer", "bbox": { "l": 506.16, "t": 532.32, "r": 546.72, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 140, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "heading": 2, "text": 3 }, "build_ms": 0, "items": [ { "id": "p140.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.44, "r": 561.12, "b": 704.64 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p140.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 395.04, "b": 699.6 }, "text": "Analysis-Existing Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p140.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 112", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p140.4", "order": 4, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 394.08, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p140.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.44, "b": 611.28 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 3.75\" for 100 YR-C event\nInflow = 0.55 cfs @ 12.31 hrs, Volume= 0.091 af\nPrimary = 0.55 cfs @ 12.31 hrs, Volume= 0.091 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p140.6", "order": 6, "type": "text", "bbox": { "l": 52.32, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p140.7", "order": 7, "type": "heading", "bbox": { "l": 256.56, "t": 574.08, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p140.8", "order": 8, "type": "caption", "bbox": { "l": 253.2, "t": 553.68, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p140.9", "order": 9, "type": "figure", "bbox": { "l": 61.44, "t": 547.68, "r": 553.68, "b": 296.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.55 cfs Primary\n0.6 0.55 cfs\n0.55 Inflow Area=0.290 ac\n0.5\n0.45\n0.4\n(cfs)\n0.35\n0.3\nFlow\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p140.10", "order": 10, "type": "footnote", "bbox": { "l": 88.56, "t": 308.88, "r": 478.56, "b": 287.04 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 141, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 2, "list": 1, "list_item": 3, "text": 1 }, "build_ms": 0, "items": [ { "id": "p141.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.44, "r": 561.12, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p141.2", "order": 2, "type": "header", "bbox": { "l": 475.68, "t": 738.72, "r": 561.12, "b": 699.84 }, "text": "C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 113", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p141.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 400.32, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p141.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 394.08, "b": 672.48 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p141.5", "order": 5, "type": "text", "bbox": { "l": 303.6, "t": 660.48, "r": 510.96, "b": 623.04 }, "text": "flow Depth = 5.54\" for 100 YR-C event\n0.166 af\n0.166 af, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p141.6", "order": 6, "type": "list", "bbox": { "l": 51.6, "t": 660, "r": 513.84, "b": 597.84 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p141.6.1", "order": 7, "type": "list_item", "bbox": { "l": 51.6, "t": 660, "r": 508.56, "b": 636.72 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 5.54\" for 100 YR-C event\nInflow = 1.45 cfs @ 12.20 hrs, Volume = 0.166 af", "reading_order": 0 }, { "id": "p141.6.2", "order": 8, "type": "list_item", "bbox": { "l": 51.84, "t": 635.28, "r": 513.84, "b": 621.84 }, "text": "Primary = 1.45 cfs @ 12.20 hrs, Volume=", "reading_order": 1 }, { "id": "p141.6.3", "order": 9, "type": "list_item", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 2 } ], "reading_order": 5 }, { "id": "p141.7", "order": 10, "type": "heading", "bbox": { "l": 257.04, "t": 586.56, "r": 355.44, "b": 572.16 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p141.8", "order": 11, "type": "caption", "bbox": { "l": 252.96, "t": 566.64, "r": 303.84, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p141.9", "order": 12, "type": "figure", "bbox": { "l": 62.4, "t": 565.2, "r": 553.2, "b": 299.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.45 cfs Primary\n1.45 cfs\nInflow Area=0.360 ac\n1\n(cfs)\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 142, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 46, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p142.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.68, "r": 561.12, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p142.2", "order": 2, "type": "header", "bbox": { "l": 469.68, "t": 738.72, "r": 560.64, "b": 700.08 }, "text": "F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 114", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p142.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 396.48, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p142.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 418.56, "b": 672.72 }, "text": "Summary for Subcatchment 1S: DA-E1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p142.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 660, "r": 457.68, "b": 634.8 }, "text": "Runoff = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af, Depth= 8.61\"\nRouted to Link 6L : POA-1", "reading_order": 4 }, { "id": "p142.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84\"", "reading_order": 5 }, { "id": "p142.7", "order": 7, "type": "table", "bbox": { "l": 51.12, "t": 587.52, "r": 559.2, "b": 387.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 7, "integrity": { "cells_checked": 36, "cells_flagged": 0 } }, "children": [ { "id": "p142.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p142.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p142.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p142.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 51.12, "t": 568.104, "r": 123.7029, "b": 548.688 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p142.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "1.050\n7.170", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p142.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p142.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p142.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 51.12, "t": 529.272, "r": 123.7029, "b": 509.856 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p142.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "8.220", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p142.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "75", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p142.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p142.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 51.12, "t": 509.856, "r": 123.7029, "b": 490.44 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p142.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "8.220", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p142.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "75", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p142.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p142.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc (min)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p142.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length (feet)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p142.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p142.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p142.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p142.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p142.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "9.0", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p142.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 120.82405, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "35", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p142.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p142.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.07", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p142.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 341.4514, "t": 471.024, "r": 414.0343, "b": 451.608 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p142.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 512.409343, "b": 449.417872 }, "text": "Sheet Flow,\\nWoods: Light underbrush n= 0.400 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p142.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 68.76, "t": 449.382452, "r": 89.492517, "b": 437.417872 }, "text": "12.0", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p142.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 114.944052, "t": 449.382452, "r": 132.697945, "b": 437.417872 }, "text": "646", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p142.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 143.354569, "t": 449.382452, "r": 175.880131, "b": 437.417872 }, "text": "0.0100", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p142.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 203.154228, "t": 449.382452, "r": 223.886744, "b": 437.417872 }, "text": "0.90", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p142.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 341.4514, "t": 451.608, "r": 414.0343, "b": 432.192 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p142.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 466.069964, "b": 425.417872 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p142.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "2.6", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p142.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 120.82405, "t": 425.382452, "r": 132.68142, "b": 413.417872 }, "text": "50", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p142.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.445254, "t": 425.382452, "r": 175.863606, "b": 413.417872 }, "text": "0.0040", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p142.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 203.137703, "t": 425.382452, "r": 223.870219, "b": 413.417872 }, "text": "0.32", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p142.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 341.4514, "t": 432.192, "r": 414.0343, "b": 412.776 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p142.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 286.679993, "t": 425.26245, "r": 425.623588, "b": 401.417872 }, "text": "Shallow Concentrated Flow,\\nWoodland Kv= 5.0 fps", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 38 }, { "id": "p142.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 68.76, "t": 399.462454, "r": 89.492517, "b": 387.497874 }, "text": "23.6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p142.7.41", "order": 48, "type": "table_cell", "bbox": { "l": 114.944052, "t": 399.462454, "r": 132.697945, "b": 387.497874 }, "text": "731", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p142.7.42", "order": 49, "type": "table_cell", "bbox": { "l": 143.354569, "t": 399.462454, "r": 166.947862, "b": 387.497874 }, "text": "Total", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p142.7.43", "order": 50, "type": "table_cell", "bbox": { "l": 268.8686, "t": 412.776, "r": 341.4514, "b": 393.36 }, "text": "", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p142.7.44", "order": 51, "type": "table_cell", "bbox": { "l": 341.4514, "t": 412.776, "r": 414.0343, "b": 393.36 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p142.7.45", "order": 52, "type": "table_cell", "bbox": { "l": 414.0343, "t": 412.776, "r": 486.6171, "b": 393.36 }, "text": "", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p142.7.46", "order": 53, "type": "table_cell", "bbox": { "l": 486.6171, "t": 412.776, "r": 559.2, "b": 393.36 }, "text": "", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 45 } ], "reading_order": 6 }, { "id": "p142.8", "order": 54, "type": "caption", "bbox": { "l": 231.84, "t": 374.64, "r": 379.44, "b": 360.48 }, "text": "Subcatchment 1S: DA-E1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p142.9", "order": 55, "type": "figure", "bbox": { "l": 62.88, "t": 353.04, "r": 550.56, "b": 88.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n36 33.81 cfs\n32 NOAA 24-hr D\n34\n100 YR-F Rainfall=11.84\"\n30\n28\n26 Runoff Area=8.220 ac\nRunoff Volume=5.895 af\n24\n22\n(cfs) 20 Runoff Depth=8.61\"\nFlow 16 Flow Length=731'\n18\nTc=23.6 min\n14\n12\n10 CN=75/0\n8\n6\n4\n2\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 143, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 57, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 48, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p143.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p143.2", "order": 2, "type": "header", "bbox": { "l": 471.12, "t": 738.72, "r": 561.12, "b": 700.08 }, "text": "F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 115", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p143.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 396, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p143.4", "order": 4, "type": "title", "bbox": { "l": 192.72, "t": 687.36, "r": 419.76, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-E4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p143.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 660, "r": 457.44, "b": 634.32 }, "text": "Runoff = 23.70 cfs @ 12.31 hrs, Volume= 3.667 af, Depth= 7.32\"\nRouted to Link 16L : Reduction", "reading_order": 4 }, { "id": "p143.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84\"", "reading_order": 5 }, { "id": "p143.7", "order": 7, "type": "table", "bbox": { "l": 53.28, "t": 588.24, "r": 559.44, "b": 375.497874 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 6, "integrity": { "cells_checked": 41, "cells_flagged": 1, "flags": [ { "row": 7, "col": 5, "coverage": 0, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.…" } ] } }, "children": [ { "id": "p143.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p143.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p143.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 511.302451, "r": 340.102911, "b": 499.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p143.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 549.257868 }, "text": "3.030\n2.980", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p143.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 549.257868 }, "text": "55\n78", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p143.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 341.712135, "b": 549.257868 }, "text": "Woods, Good, HSG B\nRow crops, straight row, Good, HSG B", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p143.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399998, "t": 535.302451, "r": 113.029037, "b": 523.337871 }, "text": "6.010", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p143.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "66", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p143.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.386425, "t": 547.302451, "r": 247.530474, "b": 535.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 8 }, { "id": "p143.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 86.399998, "t": 547.302451, "r": 113.029037, "b": 535.337871 }, "text": "6.010", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 9 }, { "id": "p143.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 133.227307, "t": 547.302451, "r": 145.084677, "b": 535.337871 }, "text": "66", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p143.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 271.247016, "b": 523.337871 }, "text": "100.00% Pervious Area", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 11 }, { "id": "p143.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 511.302451, "r": 89.40872, "b": 487.337871 }, "text": "Tc\\n(min)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p143.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 511.302451, "r": 132.666767, "b": 487.337871 }, "text": "Length\\n(feet)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p143.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope\\n(ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p143.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity\\n(ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p143.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity\\n(cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p143.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p143.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "7.5", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p143.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.927527, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "100", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p143.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0040", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p143.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.22", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p143.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390.72, "t": 474.48, "r": 475.08, "b": 455.52 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p143.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 466.069964, "b": 437.417872 }, "text": "Sheet Flow,\\nFallow n= 0.050 P2= 3.42\"\\nShallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p143.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.639998, "t": 461.382452, "r": 89.475992, "b": 449.417872 }, "text": "5.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p143.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.927527, "t": 461.382452, "r": 132.68142, "b": 449.417872 }, "text": "360", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p143.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.445254, "t": 461.382452, "r": 175.863606, "b": 449.417872 }, "text": "0.0160", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p143.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 203.137703, "t": 461.382452, "r": 223.870219, "b": 449.417872 }, "text": "1.14", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p143.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 390.72, "t": 455.52, "r": 475.08, "b": 436.56 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p143.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 286.679993, "t": 437.26245, "r": 466.069964, "b": 413.417872 }, "text": "Shallow Concentrated Flow,\\nCultivated Straight Rows Kv= 9.0 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p143.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 74.639998, "t": 437.382452, "r": 89.475992, "b": 425.417872 }, "text": "2.1", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p143.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 120.82405, "t": 437.382452, "r": 132.68142, "b": 425.417872 }, "text": "62", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p143.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 143.445254, "t": 437.382452, "r": 175.863606, "b": 425.417872 }, "text": "0.0030", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p143.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 203.137703, "t": 437.382452, "r": 223.870219, "b": 425.417872 }, "text": "0.49", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p143.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 390.72, "t": 436.56, "r": 475.08, "b": 417.6 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p143.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 475.08, "t": 436.56, "r": 559.44, 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{ "id": "p145.9.10", "order": 19, "type": "table_cell", "bbox": { "l": 133.227307, "t": 523.302451, "r": 145.084677, "b": 511.337871 }, "text": "72", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p145.9.11", "order": 20, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 247.530474, "b": 523.337871 }, "text": "Weighted Average", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 10 }, { "id": "p145.9.12", "order": 21, "type": "table_cell", "bbox": { "l": 50.88, "t": 492.3943, "r": 135.64, "b": 473.1771 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p145.9.13", "order": 22, "type": "table_cell", "bbox": { "l": 86.399998, "t": 523.302451, "r": 113.029037, "b": 511.337871 }, "text": "3.000", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p145.9.14", "order": 23, "type": "table_cell", "bbox": { "l": 133.227307, "t": 535.302451, "r": 145.084677, "b": 523.337871 }, "text": "72", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p145.9.15", "order": 24, "type": "table_cell", "bbox": { "l": 159.386425, "t": 523.302451, "r": 265.350494, "b": 511.337871 }, "text": "99.67% Pervious Area", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 14 }, { "id": "p145.9.16", "order": 25, "type": "table_cell", "bbox": { "l": 50.88, "t": 473.1771, "r": 135.64, "b": 453.96 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p145.9.17", "order": 26, "type": "table_cell", "bbox": { "l": 86.399998, "t": 511.302451, "r": 113.029037, "b": 499.337871 }, "text": "0.010", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p145.9.18", "order": 27, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p145.9.19", "order": 28, "type": "table_cell", "bbox": { "l": 159.386425, "t": 511.302451, "r": 270.151678, "b": 499.337871 }, "text": "0.33% Impervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 18 }, { "id": "p145.9.20", "order": 29, "type": "table_cell", "bbox": { "l": 65.040001, "t": 487.302451, "r": 89.40872, "b": 463.337871 }, "text": "Tc (min)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p145.9.21", "order": 30, "type": "table_cell", "bbox": { "l": 100.248415, "t": 487.302451, "r": 132.666767, "b": 463.337871 }, "text": "Length (feet)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p145.9.22", "order": 31, "type": "table_cell", "bbox": { "l": 148.683866, "t": 487.302451, "r": 175.895438, "b": 463.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p145.9.23", "order": 32, "type": "table_cell", "bbox": { "l": 186.552062, "t": 487.302451, "r": 223.968178, "b": 463.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p145.9.24", "order": 33, "type": "table_cell", "bbox": { "l": 234.581918, "t": 487.302451, "r": 275.988028, "b": 463.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p145.9.25", "order": 34, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": 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374.64, "r": 388.32, "b": 360.72 }, "text": "Subcatchment 12S: DA-E2A", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p147.9", "order": 41, "type": "figure", "bbox": { "l": 61.68, "t": 354, "r": 551.76, "b": 89.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n5.18 cfs\n5 NOAA 24-hr D\n100 YR-F Rainfall=11.84\"\n4 Runoff Area=0.570 ac\nRunoff Volume=0.372 af\n(cfs) 3 Runoff Depth=7.82\"\nFlow Flow Length=421'\n2 Tc=2.7 min\nCN=68/98\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 148, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 68, "counts_by_type": { "header": 3, "table": 1, "table_cell": 60, "text": 3, "title": 1 }, 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"reading_order": 5 }, { "id": "p148.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 264.078218, "b": 561.257868 }, "text": "Woods, Good, HSG B", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p148.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 50.88, "t": 550.4492, "r": 123.4971, "b": 531.6738 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p148.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 86.399998, "t": 549.222448, "r": 113.029037, "b": 537.257868 }, "text": "0.010", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p148.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 133.227307, "t": 561.222448, "r": 145.084677, "b": 549.257868 }, "text": "61", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p148.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 159.386425, "t": 561.222448, "r": 318.526406, "b": 549.257868 }, "text": ">75% Grass cover, Good, HSG B", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p148.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 50.88, "t": 531.6738, "r": 123.4971, "b": 512.8985 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p148.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 86.399998, "t": 511.302451, "r": 113.029037, "b": 499.337871 }, "text": "0.010", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p148.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 133.227307, "t": 511.302451, "r": 145.084677, "b": 499.337871 }, "text": "98", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, 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"col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p148.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 159.386425, "t": 535.302451, "r": 265.350494, "b": 511.337871 }, "text": "Weighted Average\n88.89% Pervious Area", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p148.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 50.88, "t": 475.3477, "r": 123.4971, "b": 456.5723 }, "text": "", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p148.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 86.399998, "t": 561.222448, "r": 113.029037, "b": 549.257868 }, "text": "0.010", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p148.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 133.227307, "t": 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"type": "table_cell", "bbox": { "l": 148.683866, "t": 487.302451, "r": 175.895438, "b": 463.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p148.8.27", "order": 35, "type": "table_cell", "bbox": { "l": 186.552062, "t": 487.302451, "r": 223.968178, "b": 463.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p148.8.28", "order": 36, "type": "table_cell", "bbox": { "l": 234.581918, "t": 487.302451, "r": 275.988028, "b": 463.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p148.8.29", "order": 37, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p148.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 74.639998, "t": 461.382452, "r": 89.475992, "b": 449.417872 }, "text": "9.3", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p148.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 123.4971, "t": 437.7969, "r": 196.1143, "b": 419.0215 }, "text": "", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p148.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 120.82405, "t": 461.382452, "r": 132.68142, "b": 449.417872 }, "text": "13", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p148.8.33", "order": 41, "type": "table_cell", "bbox": { "l": 143.445254, "t": 461.382452, "r": 175.863606, "b": 449.417872 }, "text": "0.0100", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p148.8.34", "order": 42, "type": "table_cell", "bbox": { "l": 203.137703, "t": 461.382452, "r": 223.870219, "b": 449.417872 }, "text": "0.02", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p148.8.35", "order": 43, "type": "table_cell", "bbox": { "l": 286.679993, "t": 461.26245, "r": 445.875463, "b": 425.417872 }, "text": "Sheet Flow,\\nWoods: Dense underbrush n=0.800 P2=3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 34 }, { "id": "p148.8.36", "order": 44, "type": "table_cell", "bbox": { "l": 74.639998, "t": 425.382452, "r": 89.475992, "b": 413.417872 }, "text": "0.5", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p148.8.37", "order": 45, "type": "table_cell", "bbox": { "l": 123.4971, "t": 419.0215, "r": 196.1143, "b": 400.2462 }, 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"bbox": { "l": 148.683866, "t": 511.302451, "r": 175.895438, "b": 487.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p152.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 186.552062, "t": 511.302451, "r": 223.968178, "b": 487.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p152.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 234.581918, "t": 511.302451, "r": 275.988028, "b": 487.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p152.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 159.377609, "t": 587.142469, "r": 212.780545, "b": 575.177889 }, "text": "Description", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p152.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.639998, "t": 485.382452, "r": 89.475992, "b": 473.417872 }, "text": "9.0", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p152.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 120.82405, "t": 485.382452, "r": 132.68142, "b": 473.417872 }, "text": "35", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p152.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.445254, "t": 485.382452, "r": 175.863606, "b": 473.417872 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p152.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.137703, "t": 485.382452, "r": 223.870219, "b": 473.417872 }, "text": "0.07", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p152.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 342.3429, "t": 473.6, "r": 414.5486, "b": 454.6133 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p152.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 286.679993, "t": 485.26245, "r": 512.409343, "b": 449.417872 }, "text": "Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p152.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 74.639998, "t": 449.382452, "r": 89.475992, "b": 437.417872 }, "text": "1.7", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p152.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 114.927527, "t": 449.382452, "r": 132.68142, "b": 437.417872 }, "text": "212", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p152.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 143.445254, "t": 449.382452, "r": 175.863606, "b": 437.417872 }, "text": "0.0100", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p152.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 203.137703, "t": 449.382452, "r": 223.870219, "b": 437.417872 }, "text": "2.03", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p152.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 342.3429, "t": 454.6133, "r": 414.5486, "b": 435.6267 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p152.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 286.679993, "t": 449.26245, "r": 425.623588, "b": 425.417872 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p152.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 68.76, "t": 423.462454, "r": 89.492517, "b": 411.497874 }, "text": "10.7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p152.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 114.944052, "t": 423.462454, "r": 132.697945, "b": 411.497874 }, "text": "247", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p152.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.354569, "t": 423.462454, "r": 166.947862, "b": 411.497874 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p152.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 270.1371, "t": 435.6267, "r": 342.3429, "b": 416.64 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p152.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 342.3429, "t": 435.6267, "r": 414.5486, "b": 416.64 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p152.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 414.5486, "t": 435.6267, "r": 486.7543, "b": 416.64 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p152.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 486.7543, "t": 435.6267, "r": 558.96, "b": 416.64 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 6 }, { "id": "p152.8", "order": 48, "type": "caption", "bbox": { "l": 228, "t": 398.64, "r": 383.76, "b": 384.48 }, "text": "Subcatchment 19S: DA-E5", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p152.9", "order": 49, "type": "figure", "bbox": { "l": 61.68, "t": 376.08, "r": 551.76, "b": 116.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n2.12 cfs\nNOAA 24-hr D\n2\n100 YR-F Rainfall=11.84\"\nRunoff Area=0.360 ac\nRunoff Volume=0.246 af\n(cfs) Runoff Depth=8.18\"\nFlow 1 Flow Length=247'\nTc=10.7 min\nCN=72/0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p152.10", "order": 50, "type": "footnote", "bbox": { "l": 66.48, "t": 424.08, "r": 169.2, "b": 411.12 }, "text": "10.7 247 Total", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p152.11", "order": 51, "type": "footnote", "bbox": { "l": 86.88, "t": 130.32, "r": 492.96, "b": 111.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", 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"header", "bbox": { "l": 52.56, "t": 737.28, "r": 396.72, "b": 699.6 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD[p153.3.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p153.3.1", "order": 4, "type": "form_field", "bbox": { "l": 95.58, "t": 712.16, "r": 107.58, "b": 700.16 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p153.3.2", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 737.28, "r": 396.72, "b": 699.6 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 71, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 2 }, { "id": "p153.4", "order": 6, "type": "heading", "bbox": { "l": 222, "t": 687.36, "r": 390, "b": 672.72 }, "text": "Summary for Link 6L: POA-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p153.5", "order": 7, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 511.44, "b": 623.04 }, "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 8.61\" for 100 YR-F event\nInflow = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af\nPrimary = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p153.6", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 598.08 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p153.7", "order": 9, "type": "caption", "bbox": { "l": 260.64, "t": 586.32, "r": 350.64, "b": 572.4 }, "text": "Link 6L: POA-1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p153.8", "order": 10, "type": "caption", "bbox": { "l": 252.96, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p153.9", "order": 11, "type": "figure", "bbox": { "l": 66.96, "t": 559.68, "r": 503.28, "b": 306 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "33.81 cfs\n36 33.81 cfs\n34 Inflow Area=8.220 ac\n32\n30\n28\n26\n24\n22\n(cfs) 20\nFlow 16\n18\n14\n12\n10\n8\n6\n4\n2\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p153.10", "order": 12, "type": "footnote", "bbox": { "l": 83.04, "t": 317.76, "r": 478.08, "b": 299.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p153.11", "order": 13, "type": "footer", "bbox": { "l": 505.92, "t": 544.8, "r": 546.96, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, 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"type": "caption", "bbox": { "l": 260.64, "t": 586.56, "r": 351.36, "b": 572.4 }, "text": "Link 7L: POA-4", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p154.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.4, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p154.9", "order": 9, "type": "figure", "bbox": { "l": 65.28, "t": 562.08, "r": 496.32, "b": 304.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "24.62 cfs\n26 24.62 cfs\nInflow Area=6.300 ac\n24\n22\n20\n18\n16\n(cfs)\n14\nFlow 12\n10\n8\n6\n4\n2\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p154.10", "order": 10, "type": "footnote", "bbox": { "l": 82.8, "t": 317.52, "r": 478.08, "b": 299.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p154.11", "order": 11, "type": "footer", "bbox": { "l": 505.92, "t": 544.8, "r": 546.72, "b": 525.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 155, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p155.1", "order": 1, "type": "header", "bbox": { "l": 455.04, "t": 738.72, "r": 561.6, "b": 700.08 }, "text": "R-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 127", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p155.2", "order": 2, "type": "header", "bbox": { "l": 346.56, "t": 738.24, "r": 561.36, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p155.3", "order": 3, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 396.96, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p155.4", "order": 4, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.48 }, "text": "Summary for Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p155.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.92, "b": 621.6 }, "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 6.24\" for 100 YR-F event\nInflow = 11.08 cfs @ 12.23 hrs, Volume= 1.425 af\nPrimary = 11.08 cfs @ 12.23 hrs, Volume= 1.425 af, Atten= 0%, Lag= 0.0 min", "reading_order": 4 }, { "id": "p155.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p155.7", "order": 7, "type": "heading", "bbox": { "l": 260.4, "t": 586.56, "r": 351.6, "b": 572.4 }, "text": "Link 8L: POA-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p155.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 566.88, "r": 303.84, "b": 555.36 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p155.9", "order": 9, "type": "figure", "bbox": { "l": 62.16, "t": 565.68, "r": 553.44, "b": 299.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n11.08 cfs Primary\n12 11.08 cfs\n11 Inflow Area=2.740 ac\n10\n9\n8\n(cfs)\n7\n6\nFlow\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 156, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p156.1", "order": 1, "type": "header", "bbox": { "l": 452.16, "t": 738.72, "r": 561.6, "b": 700.56 }, "text": "YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 128", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p156.2", "order": 2, "type": "header", "bbox": { "l": 346.8, "t": 738, "r": 560.88, "b": 715.68 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p156.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 402.48, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p156.4", "order": 4, "type": "heading", "bbox": { "l": 221.76, "t": 687.6, "r": 390.72, "b": 672.72 }, "text": "Summary for Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p156.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 659.76, "r": 511.68, "b": 622.08 }, "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 8.14\" for 100 YR-F event\nInflow = 12.07 cfs @ 12.42 hrs, Volume = 2.427 af\nPrimary = 12.07 cfs @ 12.42 hrs, Volume = 2.427 af, Atten = 0%, Lag = 0.0 min", "reading_order": 4 }, { "id": "p156.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 611.28, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p156.7", "order": 7, "type": "heading", "bbox": { "l": 260.64, "t": 586.32, "r": 351.6, "b": 572.4 }, "text": "Link 9L: POA-2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p156.8", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 566.64, "r": 303.6, "b": 555.6 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p156.9", "order": 9, "type": "figure", "bbox": { "l": 61.92, "t": 563.28, "r": 545.52, "b": 300 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n12.07 cfs Primary\n13 12.07 cfs\n12 Inflow Area=3.580 ac\n11\n10\n9\n8\n(cfs)\n7\nFlow 6\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 157, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "heading": 1, "list": 1, "list_item": 3, "text": 2 }, "build_ms": 1, "items": [ { "id": "p157.1", "order": 1, "type": "header", "bbox": { "l": 415.44, "t": 738.96, "r": 563.76, "b": 699.84 }, "text": "D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 129", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p157.2", "order": 2, "type": "header", "bbox": { "l": 346.32, "t": 738, "r": 560.4, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p157.3", "order": 3, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 395.76, "b": 699.36 }, "text": "Analysis-Existing Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p157.4", "order": 4, "type": "heading", "bbox": { "l": 207.12, "t": 687.36, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 10L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p157.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.92, "b": 611.04 }, "text": "0.33% Impervious, Inflow Depth = 8.20\" for 100 YR-F event\n12.42 hrs, Volume= 2.056 af\n12.42 hrs, Volume= 2.056 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 4 }, { "id": "p157.6", "order": 6, "type": "list", "bbox": { "l": 52.08, "t": 659.28, "r": 198.72, "b": 623.04 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p157.6.1", "order": 7, "type": "list_item", "bbox": { "l": 52.08, "t": 659.28, "r": 196.56, "b": 647.28 }, "text": "Inflow Area = 3.010 ac,", "reading_order": 0 }, { "id": "p157.6.2", "order": 8, "type": "list_item", "bbox": { "l": 52.56, "t": 646.8, "r": 198.48, "b": 634.8 }, "text": "Inflow = 10.91 cfs @", "reading_order": 1 }, { "id": "p157.6.3", "order": 9, "type": "list_item", "bbox": { "l": 52.56, "t": 634.8, "r": 198.72, "b": 623.04 }, "text": "Primary = 10.91 cfs @", "reading_order": 2 } ], "reading_order": 5 }, { "id": "p157.7", "order": 10, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 6 }, { "id": "p157.8", "order": 11, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 10L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p157.9", "order": 12, "type": "caption", "bbox": { "l": 252.72, "t": 553.68, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p157.10", "order": 13, "type": "figure", "bbox": { "l": 64.32, "t": 552.48, "r": 553.2, "b": 296.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n12 10.91 cfs Primary\n10.91 cfs\n11 Inflow Area=3.010 ac\n10\n9\n8\n7\n(cfs)\n6\nFlow\n5\n4\n3\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p157.11", "order": 14, "type": "footnote", "bbox": { "l": 82.32, "t": 308.16, "r": 478.56, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 158, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p158.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 560.4, "b": 706.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p158.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 397.68, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p158.3", "order": 3, "type": "header", "bbox": { "l": 494.4, "t": 714, "r": 562.32, "b": 699.84 }, "text": "Page 130", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p158.4", "order": 4, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 394.08, "b": 672.48 }, "text": "Summary for Link 11L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p158.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 511.92, "b": 611.04 }, "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 7.82\" for 100 YR-F event\nInflow = 5.18 cfs @ 12.11 hrs, Volume= 0.372 af\nPrimary = 5.18 cfs @ 12.11 hrs, Volume= 0.372 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 9L : POA-2", "reading_order": 4 }, { "id": "p158.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.96, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p158.7", "order": 7, "type": "caption", "bbox": { "l": 256.32, "t": 574.32, "r": 354.72, "b": 559.92 }, "text": "Link 11L: Offsite", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p158.8", "order": 8, "type": "caption", "bbox": { "l": 253.2, "t": 553.92, "r": 303.6, "b": 542.4 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p158.9", "order": 9, "type": "figure", "bbox": { "l": 63.84, "t": 551.04, "r": 553.44, "b": 295.44 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n5.18 cfs Primary\n5.18 cfs\nInflow Area=0.570 ac\n5\n4\n(cfs)\n3\nFlow\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p158.10", "order": 10, "type": "footnote", "bbox": { "l": 84, "t": 308.88, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 159, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 15, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "heading": 1, "list": 1, "list_item": 3, "text": 2 }, "build_ms": 1, "items": [ { "id": "p159.1", "order": 1, "type": "header", "bbox": { "l": 347.04, "t": 739.44, "r": 560.4, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p159.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 402.72, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p159.3", "order": 3, "type": "header", "bbox": { "l": 494.4, "t": 712.08, "r": 562.08, "b": 699.6 }, "text": "Page 131", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p159.4", "order": 4, "type": "heading", "bbox": { "l": 207.12, "t": 687.12, "r": 404.4, "b": 672.48 }, "text": "Summary for Link 13L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p159.5", "order": 5, "type": "text", "bbox": { "l": 53.04, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "7.17% Impervious, Inflow Depth = 6.23\" for 100 YR-F event\n12.23 hrs, Volume= 1.376 af\n12.23 hrs, Volume= 1.376 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 4 }, { "id": "p159.6", "order": 6, "type": "list", "bbox": { "l": 52.08, "t": 659.28, "r": 198.72, "b": 623.04 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p159.6.1", "order": 7, "type": "list_item", "bbox": { "l": 52.08, "t": 659.28, "r": 196.32, "b": 647.28 }, "text": "Inflow Area = 2.650 ac,", "reading_order": 0 }, { "id": "p159.6.2", "order": 8, "type": "list_item", "bbox": { "l": 52.56, "t": 646.8, "r": 198.24, "b": 634.8 }, "text": "Inflow = 10.73 cfs @", "reading_order": 1 }, { "id": "p159.6.3", "order": 9, "type": "list_item", "bbox": { "l": 52.56, "t": 634.8, "r": 198.72, "b": 623.04 }, "text": "Primary = 10.73 cfs @", "reading_order": 2 } ], "reading_order": 5 }, { "id": "p159.7", "order": 10, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 6 }, { "id": "p159.8", "order": 11, "type": "caption", "bbox": { "l": 246.24, "t": 574.08, "r": 365.52, "b": 559.92 }, "text": "Link 13L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p159.9", "order": 12, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p159.10", "order": 13, "type": "figure", "bbox": { "l": 65.04, "t": 547.2, "r": 494.88, "b": 304.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "12 10.73 cfs\n10.73 cfs\nInflow Area=2.650 ac\n11\n10\n9\n8\n7\n(cfs)\n6\nFlow\n5\n4\n3\n2\n1\n0" }, "reading_order": 9 }, { "id": "p159.11", "order": 14, "type": "footnote", "bbox": { "l": 83.04, "t": 308.88, "r": 478.32, "b": 286.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p159.12", "order": 15, "type": "footer", "bbox": { "l": 506.16, "t": 532.56, "r": 546.96, "b": 513.36 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 160, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 73, "counts_by_type": { "caption": 1, "footer": 1, "footnote": 1, "form_field": 1, "header": 3, "heading": 2, "table": 1, "table_cell": 60, "text": 3 }, "build_ms": 5, "items": [ { "id": "p160.1", "order": 1, "type": "header", "bbox": { "l": 347.04, "t": 738.72, "r": 560.64, "b": 714.24 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p160.2", "order": 2, "type": "header", "bbox": { "l": 454.56, "t": 738.72, "r": 561.6, "b": 701.76 }, "text": "/R-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 132", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p160.3", "order": 3, "type": "header", "bbox": { "l": 53.04, "t": 737.28, "r": 395.52, "b": 699.6 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD[p160.3.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p160.3.1", "order": 4, "type": "form_field", "bbox": { "l": 95.85, "t": 712.16, "r": 107.85, "b": 700.16 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p160.3.2", "order": 5, "type": "text", "bbox": { "l": 53.04, "t": 737.28, "r": 395.52, "b": 699.6 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 71, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 2 }, { "id": "p160.4", "order": 6, "type": "heading", "bbox": { "l": 217.68, "t": 687.12, "r": 394.08, "b": 672.72 }, "text": "Summary for Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p160.5", "order": 7, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 511.44, "b": 611.28 }, "text": "Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 6.46\" for 100 YR-F event\nInflow = 0.36 cfs @ 12.23 hrs, Volume= 0.048 af\nPrimary = 0.36 cfs @ 12.23 hrs, Volume= 0.048 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3", "reading_order": 4 }, { "id": "p160.6", "order": 8, "type": "text", "bbox": { "l": 52.32, "t": 599.52, "r": 366.96, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p160.7", "order": 9, "type": "heading", "bbox": { "l": 256.32, "t": 574.08, "r": 354.96, "b": 560.16 }, "text": "Link 15L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p160.8", "order": 10, "type": "caption", "bbox": { "l": 252.96, "t": 553.92, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p160.9", "order": 11, "type": "table", "bbox": { "l": 65.28, "t": 545.52, "r": 494.16, "b": 302.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 20, "n_cols": 3, "integrity": { "cells_checked": 60, "cells_flagged": 43, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area(cm)" }, { "row": 1, "col": 0, "coverage": 0, "text": "0.00" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.00" }, { "row": 1, "col": 2, "coverage": 0, "text": "0.00" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.00" }, { "row": 2, "col": 2, "coverage": 0, "text": "0.02" }, { "row": 3, "col": 1, "coverage": 0, "text": "0.00" }, { "row": 3, "col": 2, "coverage": 0, "text": "0.04" }, { "row": 4, "col": 1, "coverage": 0, "text": "0.00" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.06" }, { "row": 5, "col": 1, "coverage": 0, "text": "0.00" }, { "row": 5, "col": 2, "coverage": 0, "text": "0.08" } ] } }, "children": [ { "id": "p160.9.1", "order": 12, "type": "table_cell", "bbox": { "l": 65.28, "t": 545.52, "r": 208.24, "b": 533.376 }, "text": "Inflow Area(cm)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p160.9.2", "order": 13, "type": "table_cell", "bbox": { "l": 158.026766, "t": 529.2134659999999, "r": 194.867243, "b": 517.5065979999999 }, "text": "0.36 cfs", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p160.9.3", "order": 14, "type": "table_cell", "bbox": { "l": 147.466777, "t": 520.093464, "r": 184.307253, "b": 508.386596 }, "text": "0.36 cfs", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p160.9.4", "order": 15, "type": "table_cell", "bbox": { "l": 65.28, "t": 533.376, "r": 208.24, "b": 521.232 }, "text": "0.00", "attrs": { 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Rainfall=11.84\"\nPrinted 8/29/2025\nPage 133", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p161.2", "order": 2, "type": "header", "bbox": { "l": 346.56, "t": 738, "r": 560.4, "b": 713.76 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\" Printed 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p161.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 402.48, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p161.4", "order": 4, "type": "heading", "bbox": { "l": 207.36, "t": 687.12, "r": 404.4, "b": 672.72 }, "text": "Summary for Link 16L: Reduction", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p161.5", "order": 5, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 7.32\" for 100 YR-F event\nInflow = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af\nPrimary = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p161.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.56 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p161.7", "order": 7, "type": "caption", "bbox": { "l": 246, "t": 574.32, "r": 365.52, "b": 559.92 }, "text": "Link 16L: Reduction", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p161.8", "order": 8, "type": "caption", "bbox": { "l": 252.72, "t": 553.92, "r": 303.36, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p161.9", "order": 9, "type": "figure", "bbox": { "l": 62.64, "t": 549.36, "r": 553.92, "b": 303.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n26 23.70 cfs Primary\n23.70 cfs\n24 Inflow Area=6.010 ac\n22\n20\n18\n16\n(cfs) 14\nFlow 12\n10\n8\n6\n4\n2\n0" }, "reading_order": 8 }, { "id": "p161.10", "order": 10, "type": "footnote", "bbox": { "l": 83.28, "t": 308.4, "r": 478.32, "b": 286.8 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 162, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "form_field": 1, "header": 2, "heading": 2, "text": 4 }, "build_ms": 1, "items": [ { "id": "p162.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 560.64, "b": 707.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p162.2", "order": 2, "type": "header", "bbox": { "l": 53.52, "t": 737.28, "r": 396.24, "b": 699.6 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD[p162.2.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p162.2.1", "order": 3, "type": "form_field", "bbox": { "l": 96.36, "t": 712.16, "r": 108.36, "b": 700.16 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p162.2.2", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 737.28, "r": 396.24, "b": 699.6 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 71, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p162.3", "order": 5, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 134", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p162.4", "order": 6, "type": "heading", "bbox": { "l": 217.68, "t": 687.36, "r": 393.84, "b": 672.48 }, "text": "Summary for Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p162.5", "order": 7, "type": "text", "bbox": { "l": 52.8, "t": 659.76, "r": 511.68, "b": 611.04 }, "text": "Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 6.02\" for 100 YR-F event\nInflow = 0.92 cfs @ 12.31 hrs, Volume = 0.145 af\nPrimary = 0.92 cfs @ 12.31 hrs, Volume = 0.145 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 7L : POA-4", "reading_order": 4 }, { "id": "p162.6", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 599.76, "r": 366.72, "b": 586.32 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p162.7", "order": 9, "type": "heading", "bbox": { "l": 256.32, "t": 574.32, "r": 354.72, "b": 560.16 }, "text": "Link 18L: Offsite", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p162.8", "order": 10, "type": "caption", "bbox": { "l": 252.96, "t": 553.68, "r": 303.6, "b": 542.64 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p162.9", "order": 11, "type": "figure", "bbox": { "l": 65.28, "t": 551.52, "r": 552.96, "b": 297.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1 0.92 cfs Primary\n0.92 cfs\nInflow Area=0.290 ac\n(cfs)\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p162.10", "order": 12, "type": "footnote", "bbox": { "l": 83.52, "t": 308.64, "r": 478.08, "b": 286.8 }, "text": "0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 163, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p163.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 738.96, "r": 561.36, "b": 702 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nutions LLC Page 135", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p163.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.16, "b": 699.12 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p163.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 394.32, "b": 672.48 }, "text": "Summary for Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p163.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 511.92, "b": 621.84 }, "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 8.18\" for 100 YR-F event\nInflow = 2.12 cfs @ 12.20 hrs, Volume= 0.246 af\nPrimary = 2.12 cfs @ 12.20 hrs, Volume= 0.246 af, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p163.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 611.52, "r": 367.2, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p163.6", "order": 6, "type": "heading", "bbox": { "l": 257.04, "t": 586.56, "r": 355.44, "b": 572.16 }, "text": "Link 20L: POA-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p163.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 569.04, "r": 553.2, "b": 298.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.12 cfs Primary\n2.12 cfs\nInflow Area=0.360 ac\n2\n(cfs)\nFlow 1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 164, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 4, "table": 1, "table_cell": 2, "text": 2 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"text": "Subcat 1S: DA-E1\nSubcat 3S: DA-E4\nSubcat 5S: DA-E3\nSubcat 6S: DA-E2\nSubcat 12S: DA-E2A\nSubcat 14S: DA-E3A\nSubcat 17S: DA-E4A\nSubcat 19S: DA-E5\nLink 6L: POA-1\nLink 7L: POA-4\nLink 8L: POA-3\nLink 9L: POA-2\nLink 10L: Reduction\nLink 11L: Offsite\nLink 13L: Reduction\nLink 15L: Offsite\nLink 16L: Reduction\nLink 18L: Offsite\nLink 20L: POA-5", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 165, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "header": 2, "heading": 3, "table": 3, "table_cell": 6 }, "build_ms": 4, "items": [ { "id": "p165.1", "order": 1, "type": "header", "bbox": { "l": 51.6, "t": 738.24, "r": 396.24, "b": 698.4 }, "text": "Analysis-Existing 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71.814617, "b": 428.897883 }, "text": "48\n49\n50\n51\n53\n54\n56\n58\n59\n60\n61\n62\n63\n64\n65\n66\n67\n68\n69", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p165.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 80.686162, "t": 674.142458, "r": 180.119455, "b": 428.897883 }, "text": "Subcat 1S: DA-E1\nSubcat 3S: DA-E4\nSubcat 5S: DA-E3\nSubcat 6S: DA-E2\nSubcat 12S: DA-E2A\nSubcat 14S: DA-E3A\nSubcat 17S: DA-E4A\nSubcat 19S: DA-E5\nLink 6L: POA-1\nLink 7L: POA-4\nLink 8L: POA-3\nLink 9L: POA-2\nLink 10L: Reduction\nLink 11L: Offsite\nLink 13L: Reduction\nLink 15L: Offsite\nLink 16L: Reduction\nLink 18L: Offsite\nLink 20L: POA-5", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 3 }, { "id": "p165.5", "order": 7, "type": "heading", "bbox": { "l": 52.32, "t": 415.44, "r": 126.96, "b": 402.96 }, "text": "10 YR-F Event", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p165.6", "order": 8, "type": "table", "bbox": { "l": 54.48, "t": 402.48, "r": 181.92, "b": 156.73788000000002 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p165.6.1", "order": 9, "type": "table_cell", "bbox": { "l": 59.957247, "t": 401.982443, "r": 71.814617, "b": 156.73788000000002 }, "text": "70\n71\n72\n73\n75\n76\n78\n80\n81\n82\n83\n84\n85\n86\n87\n88\n89\n90\n91", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p165.6.2", "order": 10, "type": "table_cell", "bbox": { "l": 80.686162, "t": 401.982443, "r": 180.119455, "b": 156.73788000000002 }, "text": "Subcat 1S: DA-E1\nSubcat 3S: DA-E4\nSubcat 5S: DA-E3\nSubcat 6S: DA-E2\nSubcat 12S: DA-E2A\nSubcat 14S: DA-E3A\nSubcat 17S: DA-E4A\nSubcat 19S: DA-E5\nLink 6L: POA-1\nLink 7L: POA-4\nLink 8L: POA-3\nLink 9L: POA-2\nLink 10L: Reduction\nLink 11L: Offsite\nLink 13L: Reduction\nLink 15L: Offsite\nLink 16L: Reduction\nLink 18L: Offsite\nLink 20L: POA-5", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 }, { "id": "p165.7", "order": 11, "type": "heading", "bbox": { "l": 52.32, "t": 143.28, "r": 133.68, "b": 131.04 }, "text": "100 YR-C Event", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p165.8", "order": 12, "type": "table", "bbox": { "l": 54.72, "t": 129.82243900000003, "r": 183.36, "b": 65.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p165.8.1", "order": 13, "type": "table_cell", "bbox": { "l": 59.957247, "t": 129.82243900000003, "r": 71.814617, "b": 66.01786300000003 }, "text": "92\n93\n94\n95\n97", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p165.8.2", "order": 14, "type": "table_cell", "bbox": { "l": 80.686162, "t": 129.82243900000003, "r": 180.119455, "b": 66.01786300000003 }, "text": "Subcat 1S: DA-E1\nSubcat 3S: DA-E4\nSubcat 5S: DA-E3\nSubcat 6S: DA-E2\nSubcat 12S: DA-E2A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 166, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 8 }, "build_ms": 3, "items": [ { "id": "p166.1", "order": 1, "type": "header", "bbox": { "l": 51.6, "t": 738, "r": 396, "b": 698.4 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p166.2", "order": 2, "type": "header", "bbox": { "l": 467.76, "t": 738.72, "r": 559.92, "b": 711.36 }, "text": "Table of Contents\nPrinted 8/29/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p166.3", "order": 3, "type": "table", "bbox": { "l": 54.96, "t": 687.84, "r": 184.8, "b": 506.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p166.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 56.978623, "t": 687.102457, "r": 74.732517, "b": 506.657878 }, "text": "98\n100\n102\n103\n104\n105\n106\n107\n108\n109\n110\n111\n112\n113", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p166.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 80.686162, "t": 687.102457, "r": 183.014112, "b": 506.657878 }, "text": "Subcat 14S: DA-E3A\nSubcat 17S: DA-E4A\nSubcat 19S: DA-E5\nLink 6L: POA-1\nLink 7L: POA-4\nLink 8L: POA-3\nLink 9L: POA-2\nLink 10L: Reduction\nLink 11L: Offsite\nLink 13L: Reduction\nLink 15L: Offsite\nLink 16L: Reduction\nLink 18L: Offsite\nLink 20L: POA-5", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 2 }, { "id": "p166.4", "order": 6, "type": "heading", "bbox": { "l": 52.32, "t": 492.96, "r": 132.48, "b": 480.96 }, "text": "100 YR-F Event", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p166.5", "order": 7, "type": "table", "bbox": { "l": 54.24, "t": 479.74246, "r": 184.8, "b": 234.49787400000002 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p166.5.1", "order": 8, "type": "table_cell", "bbox": { "l": 56.978623, "t": 479.74246, "r": 74.732517, "b": 390.017863 }, "text": "114\n115\n116\n117\n119\n120\n122", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p166.5.2", "order": 9, "type": "table_cell", "bbox": { "l": 83.604061, "t": 479.74246, "r": 183.014112, "b": 390.017863 }, "text": "Subcat 1S: DA-E1\nSubcat 3S: DA-E4\nSubcat 5S: DA-E3\nSubcat 6S: DA-E2\nSubcat 12S: DA-E2A\nSubcat 14S: DA-E3A\nSubcat 17S: DA-E4A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p166.5.3", "order": 10, "type": "table_cell", "bbox": { "l": 56.978623, "t": 389.022467, "r": 74.732517, "b": 377.057887 }, "text": "124", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p166.5.4", "order": 11, "type": "table_cell", "bbox": { "l": 83.604061, "t": 376.062445, "r": 155.890108, "b": 364.097865 }, "text": "Link 6L: POA-1", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p166.5.5", "order": 12, "type": "table_cell", "bbox": { "l": 56.978623, "t": 363.102469, "r": 74.732517, "b": 234.49787400000002 }, "text": "126\n127\n128\n129\n130\n131\n132\n133\n134\n135", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p166.5.6", "order": 13, "type": "table_cell", "bbox": { "l": 83.604061, "t": 363.102469, "r": 177.751842, "b": 234.49787400000002 }, "text": "Link 7L: POA-4\nLink 8L: POA-3\nLink 9L: POA-2\nLink 10L: Reduction\nLink 11L: Offsite\nLink 13L: Reduction\nLink 15L: Offsite\nLink 16L: Reduction\nLink 18L: Offsite\nLink 20L: POA-5", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 167, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p167.1", "order": 1, "type": "text", "bbox": { "l": 207.36, "t": 770.88, "r": 404.64, "b": 726.96 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p167.2", "order": 2, "type": "text", "bbox": { "l": 50.4, "t": 695.52, "r": 395.52, "b": 675.36 }, "text": "Appendix C – Proposed Conditions Analysis", "reading_order": 1 } ] }, { "document_id": 12617, "page": 168, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "figure": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p168.1", "order": 1, "type": "figure", "bbox": { "l": 53.52, "t": 719.52, "r": 560.4, "b": 56.64 }, "text": "", "attrs": { "alt": "HydroCAD routing diagram of proposed stormwater conditions showing three drainage networks flowing to POA1, POA 2 and POA 3", "kind": "Routing diagram (HydroCAD stormwater network flow chart)", "source": "vision-diagram", "description_source": "claude-haiku-5-5" }, "reading_order": 0 }, { "id": "p168.2", "order": 2, "type": "text", "bbox": { "l": 53.52, "t": 56.64, "r": 560.4, "b": 44.64 }, "text": "This is a HydroCAD routing diagram titled \"Proposed Conditions\" (the page's footer block reads \"Routing Diagram for Analysis - Proposed Conditions, Prepared by Civil Core Consulting, Printed 12/19/2025, HydroCAD 10.20-8a s/n 13637\"). It shows three separate drainage networks flowing downward from subcatchments (green hexagons) through ponds (blue triangles) to outfall links (red notched shapes). A legend in the bottom left shows the symbols: Subcat (green hexagon), Reach (orange rectangle), Pond (blue triangle), Link (red notched shape). The legend is outside the flow and is not part of any network.\n\nNetwork 1 (left): Subcatchment 2S \"DA-P1 PERVIOUS\" has an arrow running down to pond 5P, labelled \"BIORETENTION BASIN 1A\". Subcatchment 8S \"DA-P1 IMPERVIOUS\" has an arrow down-left to the same pond 5P. Pond 5P has an arrow straight down to pond 2P, labelled \"Subsurface Infiltration Basin 1\". Subcatchment 14S \"LOT 11 Roof\" has an arrow pointing left into pond 2P. Pond 2P has an arrow straight down to outfall 32L, labelled \"POA1\".\n\nNetwork 2 (middle): Subcatchment 4S \"DA-P2 PERVIOUS\" has an arrow down to pond 6P, labelled \"BIORENTION BASIN 2A\" (spelled as on the page). Subcatchment 7S \"DA-P2 IMPERVIOUS\" has an arrow down to pond 10P, labelled \"PERVIOUS PAVEMENT 2B\". Pond 6P has an arrow down-right to pond 33P, and pond 10P has an arrow down-left to pond 33P; pond 33P is labelled \"INFILTRATION BASIN 2\". Pond 33P has an arrow straight down to outfall 33L, labelled \"POA 2\".\n\nNetwork 3 (right): Subcatchment 3S \"DA-P3 PERVIOUS\" has an arrow down to pond 42P, labelled \"BIORENTION BASIN 3A\" (as printed: \"BIORENTION BASIN 3A\"; the page shows \"BIORENTION BASIN 3A\"). Subcatchment 6S \"DA-P3 IMPERVIOUS\" has an arrow down to pond 15P, labelled \"PERVIOUS PAVEMENT 3B\". Pond 42P has an arrow down-right to pond 8P, and pond 15P has an arrow down-left to pond 8P; pond 8P is labelled \"INFILTRATION BASIN 3\". Pond 8P has an arrow straight down to outfall 34L, labelled \"POA 3\".\n\nEach of the three networks ends at its own point of analysis (POA1, POA 2, POA 3); no network connects to another.", "attrs": { "source": "vision-diagram", "role": "diagram_description" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 169, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 4, "counts_by_type": { "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p169.1", "order": 1, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 393.84, "b": 698.16 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p169.2", "order": 2, "type": "header", "bbox": { "l": 462.96, "t": 724.8, "r": 560.64, "b": 698.64 }, "text": "Printed 12/19/2025\nPage 2", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p169.3", "order": 3, "type": "heading", "bbox": { "l": 261.12, "t": 687.12, "r": 352.32, "b": 670.8 }, "text": "Project Notes", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p169.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 659.52, "r": 330.48, "b": 642.96 }, "text": "Rainfall events imported from \"240214_Analysis.hcp\"", "reading_order": 3 } ] }, { "document_id": 12617, "page": 170, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 18 }, "build_ms": 2, "items": [ { "id": "p170.1", "order": 1, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.6, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p170.2", "order": 2, "type": "header", "bbox": { "l": 463.2, "t": 724.8, "r": 560.64, "b": 699.12 }, "text": "Printed 12/19/2025\nPage 3", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p170.3", "order": 3, "type": "caption", "bbox": { "l": 197.52, "t": 687.84, "r": 421.68, "b": 672.24 }, "text": "Rainfall Events Listing (selected events)", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p170.4", "order": 4, "type": "table", "bbox": { "l": 52.08, "t": 664.08, "r": 474.96, "b": 548.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 9, "integrity": { "cells_checked": 18, "cells_flagged": 0 } }, "children": [ { "id": "p170.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 67.439973, "t": 659.403539, "r": 98.143217, "b": 650.12457 }, "text": "Event#", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p170.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 111.717147, "t": 659.403539, "r": 138.024337, "b": 636.324576 }, "text": "Event Name", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p170.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 168.719923, "t": 659.403539, "r": 219.691449, "b": 650.12457 }, "text": "Storm Type", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p170.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 236.400208, "t": 659.403539, "r": 262.704593, "b": 650.12457 }, "text": "Curve", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p170.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 276.355454, "t": 659.403539, "r": 301.022596, "b": 650.12457 }, "text": "Mode", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p170.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 321.350846, "t": 659.403539, "r": 358.622788, "b": 636.324576 }, "text": "Duration (hours)", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p170.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 372.359957, "t": 659.403539, "r": 388.258971, "b": 650.12457 }, "text": "B/B", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p170.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 401.759973, "t": 659.403539, "r": 437.075945, "b": 636.324576 }, "text": "Depth (inches)", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true 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cfs 3,941 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p175.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 53.999978, "t": 349.12079, "r": 232.352649, "b": 339.024254 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p175.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 283.079892, "t": 349.323663, "r": 555.542824, "b": 340.044694 }, "text": "Peak Elev=91.88' Storage=2,824 cf Inflow=1.33 cfs 4,651 cf Outflow=0.14 cfs 3,145 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p175.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 48.72, "t": 291.6, "r": 304.2, "b": 258.96 }, "text": "Pond 6P: BIORETENTION BASIN 2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p175.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 321.719704, "t": 313.323678, "r": 555.796184, "b": 304.044709 }, "text": "Peak Elev=94.42' Storage=8 cf Inflow=0.00 cfs 8 cf Outflow=0.00 cfs 0 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p175.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 53.999978, "t": 277.120819, "r": 217.655456, "b": 267.02428299999997 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p175.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 304.2, "t": 258.96, "r": 559.68, "b": 226.32 }, "text": "Peak Elev=90.76' Storage=6 cf Inflow=0.15 cfs 2,310 cf Discarded=0.15 cfs 2,310 cf Primary=0.00 cfs 0 cf Outflow=0.15 cfs 2,310 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p175.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 48.72, "t": 226.32, "r": 304.2, "b": 193.68 }, "text": "Pond 10P: PERVOUS PAVEMENT 2B", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p175.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 291.359869, "t": 241.323707, "r": 555.597132, "b": 232.04473800000005 }, "text": "Peak Elev=94.59' Storage=748 cf Inflow=0.56 cfs 2,198 cf Outflow=0.14 cfs 2,194 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p175.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 48.72, "t": 193.68, "r": 304.2, "b": 161.04 }, "text": "Pond 15P: PERVOUS PAVEMENT 3B", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p175.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 291.359724, "t": 205.32372099999998, "r": 555.596987, "b": 196.04475200000002 }, "text": "Peak Elev=94.71' Storage=773 cf Inflow=0.59 cfs 2,314 cf Outflow=0.15 cfs 2,310 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p175.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 53.999978, "t": 169.120862, "r": 223.413842, "b": 159.02432599999997 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p175.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 304.2, "t": 161.04, "r": 559.68, "b": 128.4 }, "text": "Peak Elev=92.12' Storage=286 cf Inflow=0.14 cfs 2,194 cf Discarded=0.08 cfs 2,194 cf Primary=0.00 cfs 0 cf Outflow=0.08 cfs 2,194 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p175.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 48.72, "t": 128.4, "r": 304.2, "b": 95.76 }, "text": "Pond 42P: BIORETENTION BASIN 3A", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p175.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 310.680247, "t": 133.32375000000002, "r": 555.724284, "b": 124.04478099999994 }, "text": "Peak Elev=93.42' Storage=13 cf Inflow=0.00 cfs 13 cf Outflow=0.00 cfs 0 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p175.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 53.999978, "t": 97.12089100000003, "r": 131.79855, "b": 87.02435500000001 }, "text": "Link 32L: POA1", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p175.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 461.225487, "t": 97.32376399999998, "r": 556.950054, "b": 76.04480000000001 }, "text": "Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 1 }, { "id": "p175.3", "order": 36, "type": "footer", "bbox": { "l": 48.96, "t": 738.72, "r": 560.88, "b": 700.56 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nPage 8", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 176, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p176.1", "order": 1, "type": "text", "bbox": { "l": 54.48, "t": 692.88, "r": 572.4, "b": 588.24 }, "text": "Link 33L: POA2\n\nLink 34L: POA3\n\nTotal Runoff Area = 138,907 sf Runoff Volume = 9,980 cf Average Runoff Depth = 0.86\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p176.2", "order": 2, "type": "footer", "bbox": { "l": 46.08, "t": 739.44, "r": 560.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 9", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 177, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p177.1", "order": 1, "type": "header", "bbox": { "l": 362.4, "t": 739.2, "r": 562.8, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 10", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p177.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 390, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p177.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.96, "b": 672.48 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p177.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 304.8, "b": 634.32 }, "text": "Runoff = 0.00 cfs @ 24.01 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A\n24 cf, Depth= 0.01\"", "reading_order": 3 }, { "id": "p177.5", "order": 5, "type": "text", "bbox": { "l": 361.44, "t": 660, "r": 463.68, "b": 646.32 }, "text": "24 cf. Depth= 0.01\"", "reading_order": 4 }, { "id": "p177.6", "order": 6, "type": "text", "bbox": { "l": 50.4, "t": 624, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p177.7", "order": 7, "type": "figure", "bbox": { "l": 54, "t": 594.72, "r": 562.8, "b": 58.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\n0.002 Runoff\n0.00 cfs\n0.002\n0.002 NOAA 24-hr D\n0.002\n0.001 2 YR-C Rainfall=3.42\"\n0.001\n0.001 Runoff Area=1.220 ac\nRunoff Volume=24 cf\n0.001\n(cfs) 0.001\n0.001 Runoff Depth=0.01\"\nFlow 0.001\n0.001 Flow Length=525'\nTc=14.2 min\n0.001\n0.000\nCN=39/0\n0.000\n0.000\n0.000\n0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 178, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p178.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.2, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p178.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p178.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.44, "b": 699.12 }, "text": "Page 11", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p178.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p178.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p178.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p178.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p178.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p178.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p178.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753048, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 179, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 6, "items": [ { "id": "p179.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 565.68, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 12", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p179.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 391.92, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p179.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p179.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 0.00 cfs @ 24.02 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p179.5", "order": 5, "type": "text", "bbox": { "l": 362.64, "t": 660, "r": 463.68, "b": 646.32 }, "text": "13 cf, Depth= 0.01\"", "reading_order": 4 }, { "id": "p179.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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Rainfall=3.42\"\n0.000 Runoff Area=0.430 ac\n0.000 Runoff Volume=8 cf\n(cfs) Runoff Depth=0.01\"\n0.000\nFlow Flow Length=168'\n0.000\nSlope=0.0300 '/'\n0.000\n0.000\nTc=8.7 min\n0.000\nCN=39/0\n0\n0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 }, { "id": "p181.10", "order": 41, "type": "footnote", "bbox": { "l": 355.92, "t": 415.44, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 182, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p182.1", "order": 1, "type": "header", "bbox": { "l": 363.6, 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"text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p184.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p184.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p184.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p184.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p184.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p184.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.34\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 185, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 32, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p185.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 565.68, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 18", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p185.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 391.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p185.3", "order": 3, "type": "header", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p185.4", "order": 4, "type": "title", "bbox": { "l": 153.12, "t": 687.84, "r": 469.68, "b": 672.48 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p185.5", "order": 5, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 309.36, "b": 634.32 }, "text": "Runoff = 0.56 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n2,198 cf, Depth= 3.19\"", "reading_order": 4 }, { "id": "p185.6", "order": 6, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.92, "b": 646.56 }, "text": "2,198 cf, Depth= 3.19\"", "reading_order": 5 }, { "id": "p185.7", "order": 7, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 6 }, { "id": "p185.8", "order": 8, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p185.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p185.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p185.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p185.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 52.56, "t": 569.4171, "r": 124.9029, "b": 549.8743 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p185.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p185.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 2, 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"table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p185.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p185.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p185.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p185.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p185.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p185.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p185.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p185.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.7886, "r": 414.2743, "b": 491.2457 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p185.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 485.424196 }, "text": "Sheet Flow, Grass: Short n= 0.150 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p185.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p185.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p185.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p185.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p185.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 341.9314, "t": 491.2457, "r": 414.2743, "b": 471.7029 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p185.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 429.653191, "b": 461.424205 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p185.8.26", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p185.8.27", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p185.8.28", "order": 36, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p185.8.29", "order": 37, "type": "table_cell", "bbox": { "l": 269.5886, "t": 471.7029, "r": 341.9314, "b": 452.16 }, 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"reading_order": 8 }, { "id": "p185.10", "order": 42, "type": "figure", "bbox": { "l": 61.92, "t": 353.04, "r": 553.44, "b": 86.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.6 0.56 cfs\nNOAA 24-hr D\n0.55\n2 YR-C Rainfall=3.42\"\n0.5\nRunoff Area=0.190 ac\n0.45\n0.4\nRunoff Volume=2,198 cf\n(cfs) Runoff Depth=3.19\"\n0.35\nFlow Flow Length=172'\n0.3\n0.25\nTc=4.3 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 186, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p186.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p186.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p186.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.68, "b": 699.12 }, "text": "Page 19", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p186.4", "order": 4, "type": "caption", "bbox": { "l": 157.68, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p186.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p186.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p186.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p186.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p186.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p186.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.32\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 187, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 21, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p187.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 563.04, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 20", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p187.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 390.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p187.3", "order": 3, "type": "title", "bbox": { "l": 153.36, "t": 687.84, "r": 469.68, "b": 672.48 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p187.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.48, "r": 464.4, "b": 633.84 }, "text": "Runoff = 1.33 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p187.5", "order": 5, "type": "text", "bbox": { "l": 347.28, "t": 660.24, "r": 463.92, "b": 646.32 }, "text": "4,627 cf, Depth= 3.19\"", "reading_order": 4 }, { "id": "p187.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p187.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 588.72, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 18, "cells_flagged": 0 } }, "children": [ { "id": "p187.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p187.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p187.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p187.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p187.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p187.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p187.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n1.4", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p187.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 497.424191 }, "text": "Length (feet)\n235", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p187.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 143.393863, "t": 533.429976, "r": 176.178176, "b": 497.424191 }, "text": "Slope (ft/ft)\n0.0200", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p187.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.87", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p187.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 429.653191, "b": 485.424196 }, "text": "Capacity (cfs)\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p187.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p187.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p187.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 254.976, "t": 496.32, "r": 356.304, "b": 477.84 }, "text": "", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p187.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p187.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p187.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p187.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p187.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p187.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 356.304, "t": 477.84, "r": 457.632, "b": 459.36 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p187.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 457.632, "t": 477.84, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 20 } ], "reading_order": 6 }, { "id": "p187.8", "order": 29, "type": "text", "bbox": { "l": 343.68, "t": 416.4, "r": 546.96, "b": 392.16 }, "text": "Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow", "reading_order": 7 }, { "id": "p187.9", "order": 30, "type": "caption", "bbox": { "l": 192, "t": 384.96, "r": 428.16, "b": 370.32 }, "text": "Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p187.10", "order": 31, "type": "figure", "bbox": { "l": 63.12, "t": 363.84, "r": 554.4, "b": 117.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.33 cfs\nNOAA 24-hr D\n2 YR-C Rainfall=3.42\"\nRunoff Area=0.400 ac\n1\nRunoff Volume=4,627 cf\n(cfs) Runoff Depth=3.19\"\nFlow Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98" }, "reading_order": 9 }, { "id": "p187.11", "order": 32, "type": "footnote", "bbox": { "l": 84.24, "t": 119.76, "r": 492.72, "b": 97.68 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 188, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p188.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p188.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p188.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.2, "b": 698.88 }, "text": "Page 21", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p188.4", "order": 4, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p188.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p188.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p188.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p188.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p188.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p188.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.78\n0.07\n0.04\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 189, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 11, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p189.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 563.76, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p189.2", "order": 2, "type": "header", "bbox": { "l": 455.04, "t": 738.72, "r": 563.28, "b": 699.6 }, "text": "YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 22", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p189.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p189.4", "order": 4, "type": "title", "bbox": { "l": 171.36, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p189.5", "order": 5, "type": "text", "bbox": { "l": 53.04, "t": 660.48, "r": 311.52, "b": 634.32 }, "text": "Runoff = 0.25 cfs @ 12.09 hrs, Volume=\nRouted to Pond 2P : Subsurface Infiltration Basin 1\n797 cf, Depth= 3.19\"", "reading_order": 4 }, { "id": "p189.6", "order": 6, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.68, "b": 646.56 }, "text": "797 cf, Depth= 3.19\"", "reading_order": 5 }, { "id": "p189.7", "order": 7, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 6 }, { "id": "p189.8", "order": 8, "type": "table", "bbox": { "l": 52.32, "t": 588, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p189.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p189.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p189.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p189.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p189.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p189.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p189.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p189.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p189.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p189.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p189.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 7 }, { "id": "p189.9", "order": 20, "type": "caption", "bbox": { "l": 209.76, "t": 422.88, "r": 408.24, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p189.10", "order": 21, "type": "figure", "bbox": { "l": 62.64, "t": 402.24, "r": 553.68, "b": 137.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.26 0.25 cfs\nNOAA 24-hr D\n0.24\n0.22\n2 YR-C Rainfall=3.42\"\n0.2\n0.18 Runoff Area=3,000 sf\n0.16 Runoff Volume=797 cf\n(cfs)\nRunoff Depth=3.19\"\n0.14\nFlow 0.12\nFlow Length=40'\n0.1\n0.08 Tc=0.3 min\nCN=0/98\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 190, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p190.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p190.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 389.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p190.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 23", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p190.4", "order": 4, "type": "caption", "bbox": { "l": 174.48, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p190.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p190.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p190.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p190.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p190.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p190.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 191, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 44, "counts_by_type": { "table": 1, "table_cell": 42, "title": 1 }, "build_ms": 9, "items": [ { "id": "p191.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.2, "r": 562.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 24", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p191.2", "order": 2, "type": "table", "bbox": { "l": 49.2, "t": 688.56, "r": 560.88, "b": 74.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 42, "cells_flagged": 6, "flags": [ { "row": 3, "col": 0, "coverage": 0.54, "text": "Outflow = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf, Atten= 1%…" }, { "row": 4, "col": 0, "coverage": 0, "text": "Discarded = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf" }, { "row": 5, "col": 0, "coverage": 0.25, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 11, "col": 3, "coverage": 0, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% V…" }, { "row": 12, "col": 0, "coverage": 0, "text": "7,536 cf Total Available Storage" }, { "row": 16, "col": 1, "coverage": 0, "text": "Device 1" } ] } }, "children": [ { "id": "p191.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 151.559939, "t": 684.893782, "r": 471.486585, "b": 673.080619 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p191.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 49.2, "t": 664.9569, "r": 560.88, "b": 641.3538 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth > 0.64\" for 2 YR-C event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p191.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 49.2, "t": 641.3538, "r": 560.88, "b": 617.7508 }, "text": "Inflow = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p191.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 49.2, "t": 617.7508, "r": 560.88, "b": 594.1477 }, "text": "Outflow = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf, Atten= 1%, Lag= 0.2 min", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p191.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 49.2, "t": 594.1477, "r": 560.88, "b": 570.5446 }, "text": "Discarded = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p191.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 49.2, "t": 570.5446, "r": 560.88, "b": 546.9415 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p191.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 196.43699, "b": 587.184155 }, "text": "Routed to Link 32L : POA1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p191.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 6 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p191.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 403.081673, "b": 515.184184 }, "text": "Plug-Flow detention time= 0.3 min calculated for 3,941 cf (100% of inflow)\nCenter-of-Mass det. time= 0.3 min ( 939.9 - 939.6 )", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p191.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p191.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 182.153796, "t": 353.430048, "r": 208.966604, "b": 343.344253 }, "text": "Invert", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p191.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p191.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p191.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 85.072339, "b": 477.264199 }, "text": "#1A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p191.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 120.356965, "t": 487.349994, "r": 149.228173, "b": 477.264199 }, "text": "87.00'", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p191.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 196.313329, "t": 487.349994, "r": 234.45806, "b": 477.264199 }, "text": "4,349 cf", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p191.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 415.262792, "b": 477.144199 }, "text": "27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p191.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p191.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p191.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p191.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 432.96, "t": 381.72, "r": 560.88, "b": 358.1169 }, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids ADS N-12 36\" x 20 Inside #1 Inside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p191.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 49.2, "t": 358.1169, "r": 560.88, "b": 334.5138 }, "text": "7,536 cf Total Available Storage", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 21 }, { "id": "p191.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 68.901577, "t": 377.430038, "r": 293.524508, "b": 367.344243 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 22 }, { "id": "p191.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 131.159638, "b": 305.424268 }, "text": "Device", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p191.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 98.392878, "t": 353.430048, "r": 135.336875, "b": 343.344253 }, "text": "Routing", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p191.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p191.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 220.674184, "t": 353.430048, "r": 290.381052, "b": 343.344253 }, "text": "Outlet Devices", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p191.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#1", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p191.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 135.319322, "b": 329.424258 }, "text": "Primary", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p191.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 180.353475, "t": 339.510053, "r": 209.224683, "b": 329.424258 }, "text": "92.59'", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p191.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p191.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 70.319972, "t": 315.510063, "r": 82.24154, "b": 305.424268 }, "text": "#2", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p191.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 177.12, "t": 263.7046, "r": 305.04, "b": 240.1015 }, "text": "Device 1", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 32 }, { "id": "p191.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 180.350366, "t": 315.510063, "r": 209.221574, "b": 305.424268 }, "text": "88.00'", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p191.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 281.424277 }, "text": "12.0\" Round Culvert L= 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p191.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#3", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p191.2.37", "order": 39, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p191.2.38", "order": 40, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "87.00'", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p191.2.39", "order": 41, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 514.81764, "b": 257.30428700000004 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p191.2.40", "order": 42, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.34 cfs @ 12.09 hrs HW=87.01' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.34 cfs)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p191.2.41", "order": 43, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 173.30432099999996 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)\n1=Grate ( Controls 0.00 cfs)\n2=Culvert ( Controls 0.00 cfs)", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 40 }, { "id": "p191.2.42", "order": 44, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 41 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 192, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p192.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.44, "r": 563.52, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 25", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p192.2", "order": 2, "type": "header", "bbox": { "l": 55.44, "t": 738, "r": 407.52, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p192.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.16, "b": 672.48 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p192.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 666, "r": 543.6, "b": 362.88 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p192.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p192.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 193, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p193.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 563.52, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 26", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p193.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 401.52, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p193.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.32, "b": 673.2 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p193.4", "order": 4, "type": "figure", "bbox": { "l": 64.8, "t": 668.16, "r": 551.76, "b": 406.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.34 cfs Inflow\nOutflow\n0.34 cfs Discarded\n0.38 0.34 cfs Inflow Area=73,567 sf Primary\n0.36\n0.34 Peak Elev=87.01'\n0.3 Storage=6 cf\n0.32\n0.28\n0.26\n0.24\n(cfs) 0.2\n0.22\nFlow 0.16\n0.18\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 3 }, { "id": "p193.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.6, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p193.6", "order": 6, "type": "figure", "bbox": { "l": 63.84, "t": 358.32, "r": 551.76, "b": 94.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 }, { "id": "p193.7", "order": 7, "type": "footnote", "bbox": { "l": 90.72, "t": 419.28, "r": 449.28, "b": 400.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 194, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p194.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 563.76, "b": 709.68 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p194.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p194.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 27", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p194.4", "order": 4, "type": "caption", "bbox": { "l": 187.92, "t": 687.36, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p194.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p194.6", "order": 6, "type": "figure", "bbox": { "l": 61.2, "t": 662.16, "r": 551.28, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 195, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 17, "items": [ { "id": "p195.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 738.72, "r": 562.8, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 28", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p195.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.52, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p195.3", "order": 3, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p195.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 663.84, "r": 445.2, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p195.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p195.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.21\n0.14\n0.10\n0.06\n0.03\n0.03\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p195.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n4\n2\n2\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p195.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p195.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.21\n0.14\n0.10\n0.06\n0.03\n0.03\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p195.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.21\n0.14\n0.10\n0.06\n0.03\n0.03\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p195.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 196, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 16, "items": [ { "id": "p196.1", "order": 1, "type": "header", "bbox": { "l": 362.64, "t": 739.44, "r": 561.84, "b": 703.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 29", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p196.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 385.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p196.3", "order": 3, "type": "text", "bbox": { "l": 516.48, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 29", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p196.4", "order": 4, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 479.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p196.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 660.72, "r": 275.76, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p196.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p196.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p196.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p196.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p196.6", "order": 10, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p196.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p196.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p196.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p196.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 197, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 9, "items": [ { "id": "p197.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 562.32, "b": 703.44 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 30", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p197.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 396.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p197.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 30", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p197.4", "order": 4, "type": "caption", "bbox": { "l": 134.4, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p197.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.2, "r": 257.76, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p197.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p197.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p197.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p197.6", "order": 9, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p197.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p197.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p197.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 198, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 34, "text": 3 }, "build_ms": 7, "items": [ { "id": "p198.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 565.2, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 31", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p198.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p198.3", "order": 3, "type": "heading", "bbox": { "l": 162, "t": 687.84, "r": 461.28, "b": 672.72 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p198.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 661.2, "r": 531.12, "b": 601.2 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.79\" for 2 YR-C event\nInflow = 1.33 cfs @ 12.11 hrs, Volume = 4,651 cf\nOutflow = 0.14 cfs @ 12.90 hrs, Volume = 3,145 cf, Atten = 89%, Lag = 47.9 min\nPrimary = 0.14 cfs @ 12.90 hrs, Volume = 3,145 cf\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p198.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588.24, "r": 410.88, "b": 524.64 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.88' @ 12.90 hrs Surf.Area= 1,500 sf Storage= 2,824 cf\nPlug-Flow detention time= 338.4 min calculated for 3,144 cf (68% of inflow)\nCenter-of-Mass det. time= 229.2 min ( 987.2 - 758.0 )", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p198.6", "order": 6, "type": "table", "bbox": { "l": 50.16, "t": 510, "r": 560.16, "b": 170.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 4, "integrity": { "cells_checked": 33, "cells_flagged": 5, "flags": [ { "row": 0, "col": 3, "coverage": 0.29, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)" }, { "row": 1, "col": 1, "coverage": 0, "text": "Surf. Area (sq-ft)" }, { "row": 1, "col": 2, "coverage": 0.33, "text": "Inc. Store (cubic-feet)" }, { "row": 1, "col": 3, "coverage": 0, "text": "Cum. Store (cubic-feet)" }, { "row": 7, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p198.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p198.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p198.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p198.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.66, "t": 510, "r": 560.16, "b": 476.064 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p198.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.455018, "b": 453.264209 }, "text": "Elevation (feet)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p198.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 177.66, "t": 476.064, "r": 305.16, "b": 442.128 }, "text": "Surf. Area (sq-ft)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p198.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 305.16, "t": 476.064, "r": 432.66, "b": 442.128 }, "text": "Inc. Store (cubic-feet)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p198.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.66, "t": 476.064, "r": 560.16, "b": 442.128 }, "text": "Cum. Store (cubic-feet)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p198.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 74.63997, "t": 449.430009, "r": 101.463499, "b": 439.344214 }, "text": "90.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p198.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 159.115539, "t": 437.430014, "r": 185.939068, "b": 427.344219 }, "text": "1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p198.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 348.709858, "t": 449.430009, "r": 354.670642, "b": 439.344214 }, "text": "0", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p198.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 264.23118, "t": 449.430009, "r": 270.191965, "b": 439.344214 }, "text": "0", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p198.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 437.430014, "r": 101.463499, "b": 427.344219 }, "text": "95.50", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p198.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 159.115539, "t": 449.430009, "r": 185.939068, "b": 439.344214 }, "text": "1,500", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p198.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 328.066676, "t": 437.430014, "r": 354.890205, "b": 427.344219 }, "text": "8,250", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p198.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 243.591108, "t": 437.430014, "r": 270.414636, "b": 427.344219 }, "text": "8,250", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p198.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p198.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p198.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p198.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p198.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p198.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 140.100814, "b": 389.424234 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p198.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p198.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p198.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p198.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p198.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p198.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p198.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 50.16, "t": 272.448, "r": 177.66, "b": 238.512 }, "text": "#3", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p198.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p198.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p198.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171 /'' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p198.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.14 cfs @ 12.90 hrs HW=91.88' TW=87.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.14 cfs of 8.90 cfs potential flow)\\n1=Orifice (Orifice Controls 0.14 cfs @ 4.25 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 32 }, { "id": "p198.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 50.16, "t": 204.576, "r": 560.16, "b": 170.64 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 33 } ], "reading_order": 5 }, { "id": "p198.7", "order": 41, "type": "figure", "bbox": { "l": 221.04, "t": 173.52, "r": 559.2, "b": 158.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p198.7.1", "order": 42, "type": "text", "bbox": { "l": 222.24, "t": 171.36, "r": 259.2, "b": 159.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 199, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p199.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.2, "r": 565.44, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 32", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p199.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p199.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p199.4", "order": 4, "type": "figure", "bbox": { "l": 61.44, "t": 677.04, "r": 552.96, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.33 cfs Primary\nInflow Area=70,567 sf\nPeak Elev=91.88'\nStorage=2,824 cf\n1\n(cfs)\nFlow\n0.14 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p199.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.84, "r": 419.28, "b": 367.44 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p199.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 360.24, "r": 552, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 200, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p200.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 564.96, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 33", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p200.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p200.3", "order": 3, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p200.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p200.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 658.08, "r": 553.2, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 201, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p201.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 564, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p201.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 387.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p201.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 34", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p201.4", "order": 4, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p201.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p201.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p201.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.78\n0.07\n0.04\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p201.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n9\n78\n197\n381\n687\n1,855\n2,637\n2,158\n1,836\n1,705\n1,672\n1,656\n1,583\n1,555\n1,541\n1,532\n1,527\n1,523\n1,520\n1,518\n1,516\n1,514\n1,513\n1,512\n1,511\n1,510\n1,510\n1,509\n1,509\n1,508\n1,508\n1,507\n1,507\n1,507\n1,506\n1,506", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p201.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.01\n90.05\n90.13\n90.25\n90.46\n91.24\n91.76\n91.44\n91.22\n91.14\n91.11\n91.10\n91.06\n91.04\n91.03\n91.02\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p201.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.06\n0.13\n0.09\n0.06\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 202, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 10, "items": [ { "id": "p202.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.2, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p202.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 388.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p202.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 35", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p202.4", "order": 4, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p202.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 285.12, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p202.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p202.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p202.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p202.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p202.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p202.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p202.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 203, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 8, "items": [ { "id": "p203.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.92, "r": 564, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p203.2", "order": 2, "type": "header", "bbox": { "l": 451.44, "t": 739.2, "r": 562.32, "b": 699.12 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 36", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p203.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p203.4", "order": 4, "type": "caption", "bbox": { "l": 146.16, "t": 687.6, "r": 478.8, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p203.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 256.8, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p203.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p203.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p203.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p203.6", "order": 9, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.44, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p203.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p203.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p203.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 204, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "header": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p204.1", "order": 1, "type": "header", "bbox": { "l": 366.96, "t": 739.44, "r": 563.28, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\ns LLC Page 37", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p204.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.48, "r": 390.72, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p204.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 688.08, "r": 452.64, "b": 672.72 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p204.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 671.28, "r": 551.76, "b": 519.12 }, "text": "Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.01\" for 2 YR-C event\nInflow = 0.00 cfs @ 24.01 hrs, Volume= 8 cf\nOutflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.42' @ 24.97 hrs Surf.Area= 77 sf Storage= 8 cf\n\nPlug-Flow detention time=(not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time=(not calculated: no outflow)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p204.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 509.04, "r": 570.48, "b": 147.36 }, "text": "#1 94.30' 307 cf Custom Stage Data (Prismatic)Listed below (Recalc)\nElevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)\n94.30 63 0 0\n95.00 148 74 74\n96.00 319 234 307\nDevice Routing Invert Outlet Devices\n#1 Device 3 94.80' 2.5\" Vert. Orifice C=0.600 Limited to weir flow at low heads\n#2 Device 3 95.50' 48.0\" x 48.0\" Horiz. Grate C=0.600\n#3 Primary 91.80' 12.0\" Round Culvert\nL=30.0' RCP, groove end projecting, Ke=0.200\nInlet / Outlet Invert=91.80'/91.65' S=0.0050'/' Cc=0.900\nn=0.012 Concrete pipe, finished, Flow Area=0.79 sf\nPrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=94.30' TW=91.65' (Dynamic Tailwater)\n3=Culvert (Passes 0.00 cfs of 5.72 cfs potential flow)\n1=Orifice (Controls 0.00 cfs)\n2=Grate (Controls 0.00 cfs)\nPond 6P: BIORENTION BASIN 2A\nCulvert", "attrs": { "block_label": "algorithm" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 205, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p205.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 565.68, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 38", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p205.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 402.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p205.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.4, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p205.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 672.72, "r": 552.96, "b": 401.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.001 0.00 cfs Primary\nInflow Area=18,731 sf\n0.001\nPeak Elev=94.42'\n0.001\n0.001\nStorage=8 cf\n0.000\n0.000\n(cfs) 0.000\nFlow\n0.000\n0.000\n0.000\n0.000\n0\n0.00 0 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p205.5", "order": 5, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p205.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p205.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 552, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 206, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p206.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 565.2, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 39", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p206.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 397.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p206.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p206.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p206.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.8, "r": 552.72, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 207, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p207.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 738.96, "r": 564.24, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p207.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 384.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p207.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.68, "b": 699.12 }, "text": "Page 40", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p207.4", "order": 4, "type": "caption", "bbox": { "l": 174, "t": 687.6, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p207.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p207.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p207.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p207.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n1\n4\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8\n8", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p207.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.32\n94.36\n94.41\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42\n94.42", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p207.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.79309, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 208, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32, "text": 1 }, "build_ms": 23, "items": [ { "id": "p208.1", "order": 1, "type": "header", "bbox": { "l": 362.4, "t": 739.44, "r": 562.56, "b": 703.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 41", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p208.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.76, "r": 388.8, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p208.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.2, "b": 699.36 }, "text": "Page 41", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p208.4", "order": 4, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p208.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 405.12, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p208.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p208.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p208.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p208.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p208.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p208.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p208.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p208.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p208.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p208.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p208.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p208.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.89\n7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p208.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p208.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p208.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p208.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p208.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p208.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p208.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p208.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p208.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p208.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p208.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p208.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p208.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p208.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p208.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p208.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p208.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p208.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 4 }, { "id": "p208.6", "order": 36, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p208.6.1", "order": 37, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p208.6.2", "order": 38, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 209, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p209.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p209.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p209.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.44, "b": 699.12 }, "text": "Page 42", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p209.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.88, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p209.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 669.84, "r": 469.44, "b": 63.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p209.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p209.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p209.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p209.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p209.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p209.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 210, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 68, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 60, "text": 3 }, "build_ms": 11, "items": [ { "id": "p210.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.68, "r": 562.56, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\ns LLC Page 43", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p210.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738.24, "r": 394.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p210.3", "order": 3, "type": "heading", "bbox": { "l": 169.44, "t": 688.08, "r": 452.88, "b": 672.48 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p210.4", "order": 4, "type": "table", "bbox": { "l": 51.36, "t": 661.68, "r": 518.64, "b": 586.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 0, "col": 2, "coverage": 0.5, "text": "22.73% Impervious," } ] } }, "children": [ { "id": "p210.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p210.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "38,333 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p210.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 238.272, "t": 661.68, "r": 331.728, "b": 649.12 }, "text": "22.73% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p210.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 331.728, "t": 661.68, "r": 425.184, "b": 649.12 }, "text": "Inflow Depth > 0.72\"", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p210.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 424.467605, "t": 657.2699259999999, "r": 507.286054, "b": 647.184131 }, "text": "for 2 YR-C event", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p210.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p210.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "0.15 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p210.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.46 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p210.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 331.728, "t": 649.12, "r": 425.184, "b": 636.56 }, "text": "Volume= 2,310 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p210.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 425.184, "t": 649.12, "r": 518.64, "b": 636.56 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p210.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p210.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.15 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p210.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "12.47 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p210.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 331.728, "t": 636.56, "r": 425.184, "b": 624 }, "text": "Volume= 2,310 cf", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p210.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 425.184, "t": 636.56, "r": 518.64, "b": 624 }, "text": "Atten= 0%, Lag= 0.8 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p210.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p210.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.15 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p210.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "12.47 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p210.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 331.728, "t": 624, "r": 425.184, "b": 611.44 }, "text": "Volume= 2,310 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p210.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 425.184, "t": 624, "r": 518.64, "b": 611.44 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p210.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 199.417382, "b": 587.184155 }, "text": "Primary =\nRouted to Link 34L : POA 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p210.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p210.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.399634, "t": 609.269945, "r": 253.897136, "b": 599.18415 }, "text": "0.00 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p210.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 331.728, "t": 611.44, "r": 425.184, "b": 598.88 }, "text": "Volume= 0 cf", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p210.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 425.184, "t": 611.44, "r": 518.64, "b": 598.88 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 24 } ], "reading_order": 3 }, { "id": "p210.5", "order": 30, "type": "text", "bbox": { "l": 50.88, "t": 576.48, "r": 408.72, "b": 549.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 90.76' @ 12.47 hrs Surf.Area= 1,150 sf Storage= 6 cf", "reading_order": 4 }, { "id": "p210.6", "order": 31, "type": "text", "bbox": { "l": 50.88, "t": 540.48, "r": 404.88, "b": 513.36 }, "text": "Plug-Flow detention time=0.7 min calculated for 2,310 cf (100% of inflow) Center-of-Mass det. time=0.7 min (864.0 - 863.3)", "reading_order": 5 }, { "id": "p210.7", "order": 32, "type": "table", "bbox": { "l": 50.88, "t": 503.52, "r": 559.44, "b": 195.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p210.7.1", "order": 33, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p210.7.2", "order": 34, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p210.7.3", "order": 35, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p210.7.4", "order": 36, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p210.7.5", "order": 37, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p210.7.6", "order": 38, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p210.7.7", "order": 39, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p210.7.8", "order": 40, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p210.7.9", "order": 41, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p210.7.10", "order": 42, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n90.75\\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p210.7.11", "order": 43, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n1,150\\n1,150", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p210.7.12", "order": 44, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.890205, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p210.7.13", "order": 45, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p210.7.14", "order": 46, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p210.7.15", "order": 47, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p210.7.16", "order": 48, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p210.7.17", "order": 49, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p210.7.18", "order": 50, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p210.7.19", "order": 51, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 140.100814, "b": 365.424244 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p210.7.20", "order": 52, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p210.7.21", "order": 53, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p210.7.22", "order": 54, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p210.7.23", "order": 55, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p210.7.24", "order": 56, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p210.7.25", "order": 57, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p210.7.26", "order": 58, "type": "table_cell", "bbox": { "l": 50.88, "t": 307.5709, "r": 152.592, "b": 279.5782 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p210.7.27", "order": 59, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p210.7.28", "order": 60, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p210.7.29", "order": 61, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 7.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 '/\\nCc= 0.900\\nn= 0.012\\nConcrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p210.7.30", "order": 62, "type": "table_cell", "bbox": { "l": 70.319972, "t": 303.510068, "r": 82.24154, "b": 293.424273 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p210.7.31", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 303.510068, "r": 146.651244, "b": 293.424273 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p210.7.32", "order": 64, "type": "table_cell", "bbox": { "l": 180.346828, "t": 303.510068, "r": 209.218036, "b": 293.424273 }, "text": "90.75'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p210.7.33", "order": 65, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 514.81764, "b": 293.304273 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p210.7.34", "order": 66, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.15 cfs @ 12.47 hrs HW=90.76' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.15 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p210.7.35", "order": 67, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 478.165806, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\\n3=Culvert ( Controls 0.00 cfs)\\n1=Orifice ( Controls 0.00 cfs)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 6 }, { "id": "p210.8", "order": 68, "type": "text", "bbox": { "l": 51.12, "t": 282.96, "r": 562.08, "b": 96 }, "text": "Discarded OutFlow Max=0.15 cfs @ 12.47 hrs HW=90.76' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.15 cfs)\nPrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Controls 0.00 cfs)\n1=Orifice (Controls 0.00 cfs)\n2=Grate (Controls 0.00 cfs)\nPond 8P: INFILTRATION BASIN 3\nGrate\nCivilist\nExfiltration", "attrs": { "block_label": "algorithm" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 211, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p211.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 564, "b": 709.68 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p211.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p211.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.64, "r": 559.44, "b": 699.36 }, "text": "Page 44", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p211.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p211.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 673.2, "r": 552, "b": 401.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.15 cfs Inflow\nOutflow\n0.15 cfs\nDiscarded\n0.15 cfs Inflow Area=38,333 sf Primary\n0.16\n0.15 Peak Elev=90.76'\n0.14\n0.13 Storage=6 cf\n0.12\n0.11\n0.1\n(cfs) 0.09\n0.08\nFlow 0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p211.6", "order": 6, "type": "caption", "bbox": { "l": 208.56, "t": 381.84, "r": 410.64, "b": 367.92 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p211.7", "order": 7, "type": "figure", "bbox": { "l": 64.08, "t": 360.72, "r": 551.28, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 212, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p212.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 565.44, "b": 703.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 45", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p212.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p212.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 45", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p212.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 673.2 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p212.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p212.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.12, "r": 550.56, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 213, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7, "text": 1 }, "build_ms": 14, "items": [ { "id": "p213.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.2, "r": 564.24, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p213.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 387.12, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p213.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.68, "b": 699.12 }, "text": "Page 46", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p213.4", "order": 4, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p213.5", "order": 5, "type": "table", "bbox": { "l": 52.8, "t": 666.24, "r": 443.52, "b": 226.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p213.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p213.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p213.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n1\n1\n3\n4\n2\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p213.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p213.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p213.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p213.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 214, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 23, "items": [ { "id": "p214.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.68, "r": 564.24, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p214.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p214.3", "order": 3, "type": "text", "bbox": { "l": 516.48, "t": 710.64, "r": 559.68, "b": 699.12 }, "text": "Page 47", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p214.4", "order": 4, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p214.5", "order": 5, "type": "table", "bbox": { "l": 54.96, "t": 664.32, "r": 506.64, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p214.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p214.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p214.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p214.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p214.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p214.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p214.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p214.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 215, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 15, "items": [ { "id": "p215.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p215.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p215.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.44, "b": 699.12 }, "text": "Page 48", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p215.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.16, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p215.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 664.08, "r": 469.2, "b": 62.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p215.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p215.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p215.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p215.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p215.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p215.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 216, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 60, "text": 1 }, "build_ms": 15, "items": [ { "id": "p216.1", "order": 1, "type": "header", "bbox": { "l": 362.64, "t": 739.92, "r": 564.48, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p216.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 386.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p216.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.84, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p216.4", "order": 4, "type": "text", "bbox": { "l": 48.24, "t": 663.6, "r": 537.12, "b": 523.2 }, "text": "Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.56 cfs @ 12.12 hrs, Volume= 2,198 cf\nOutflow = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf, Atten=76%, Lag=21.0 min\nPrimary = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.59' @ 12.47 hrs Surf.Area= 6,150 sf Storage= 748 cf\n\nPlug-Flow detention time= 111.7 min calculated for 2,193 cf (100% of inflow)\nCenter-of-Mass det. time= 110.8 min (868.7 - 757.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p216.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 516.72, "r": 557.28, "b": 238.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 42, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.2, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf …" }, { "row": 2, "col": 3, "coverage": 0.27, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,5…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p216.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p216.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p216.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p216.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p216.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p216.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p216.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p216.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.2, "t": 496.8171, "r": 557.28, "b": 476.9143 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p216.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p216.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p216.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p216.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.2, "t": 476.9143, "r": 557.28, "b": 457.0114 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p216.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p216.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p216.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p216.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.2, "t": 457.0114, "r": 557.28, "b": 437.1086 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p216.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.1086, "r": 153.12, "b": 417.2057 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p216.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.12, "t": 437.1086, "r": 254.16, "b": 417.2057 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p216.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p216.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p216.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.463499, "b": 377.424239 }, "text": "Elevation (feet)\n93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p216.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.939068, "b": 377.424239 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p216.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 216.482589, "t": 413.430024, "r": 270.296123, "b": 377.424239 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p216.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957943, "t": 413.430024, "r": 354.946977, "b": 377.424239 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p216.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p216.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p216.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p216.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p216.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.463499, "b": 315.504264 }, "text": "Elevation (feet)\n94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p216.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.939068, "b": 315.504264 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p216.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 315.504264 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p216.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 315.504264 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p216.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p216.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p216.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p216.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p216.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.463499, "b": 253.584289 }, "text": "Elevation (feet)\n94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p216.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.939068, "b": 253.584289 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p216.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 253.584289 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p216.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 300.957621, "t": 289.590073, "r": 354.946655, "b": 253.584289 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p216.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p216.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p216.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p216.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 } ], "reading_order": 4 }, { "id": "p216.6", "order": 50, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.6, "b": 126.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p216.6.1", "order": 51, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p216.6.2", "order": 52, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p216.6.3", "order": 53, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p216.6.4", "order": 54, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p216.6.5", "order": 55, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p216.6.6", "order": 56, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p216.6.7", "order": 57, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p216.6.8", "order": 58, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p216.6.9", "order": 59, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p216.6.10", "order": 60, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p216.6.11", "order": 61, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p216.6.12", "order": 62, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p216.6.13", "order": 63, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.1, "r": 177.96, "b": 126.48 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p216.6.14", "order": 64, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p216.6.15", "order": 65, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p216.6.16", "order": 66, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.1, "r": 555.6, "b": 126.48 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p216.7", "order": 67, "type": "footnote", "bbox": { "l": 52.32, "t": 120.96, "r": 495.12, "b": 68.88 }, "text": "primary OutFlow Max=0.14 cfs @ 12.47 hrs HW=94.59' TW=91.82' (Dynamic Tailwater)\n3=Culvert (Passes 0.14 cfs of 6.12 cfs potential flow)\n1=Orifice (Orifice Controls 0.14 cfs @ 3.98 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 217, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "text": 2 }, "build_ms": 0, "items": [ { "id": "p217.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 564.24, "b": 705.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p217.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 405.12, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p217.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.36, "r": 559.92, "b": 698.64 }, "text": "Page 50", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p217.4", "order": 4, "type": "figure", "bbox": { "l": 52.08, "t": 680.88, "r": 560.4, "b": 600.96 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "children": [ { "id": "p217.4.1", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 677.28, "r": 284.4, "b": 639.84 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "reading_order": 0 } ], "reading_order": 3 }, { "id": "p217.5", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 572.4, "r": 557.76, "b": 301.44 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.56 cfs Primary\n0.6\n0.55 Inflow Area=8,276 sf\n0.5 Peak Elev=94.59'\nStorage=748 cf\n0.45\n0.4\n(cfs)\n0.35\nFlow\n0.3\n0.25\n0.2\n0.14 cfs\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 218, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p218.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 738.96, "r": 563.52, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 51", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p218.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p218.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 687.84, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p218.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 665.76, "r": 553.2, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p218.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p218.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p218.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 219, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p219.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 738.96, "r": 563.52, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 52", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p219.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p219.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p219.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p219.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p219.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.32\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p219.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n4\n33\n65\n95\n133\n390\n471\n193\n122\n100\n90\n82\n48\n33\n25\n20\n17\n15\n13\n11\n10\n9\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p219.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.80\n93.83\n93.85\n93.88\n93.91\n94.12\n94.18\n93.96\n93.90\n93.88\n93.87\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p219.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 220, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 16, "items": [ { "id": "p220.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 561.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 53", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p220.2", "order": 2, "type": "heading", "bbox": { "l": 150, "t": 688.08, "r": 472.8, "b": 672.96 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p220.3", "order": 3, "type": "table", "bbox": { "l": 55.2, "t": 664.08, "r": 399.36, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p220.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 86.24479599999995 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p220.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p220.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 86.24479599999995 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p220.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p220.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p220.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p220.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.30", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p220.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.10", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p220.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.82", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p220.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.31", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p220.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 284.64, "t": 80.0242, "r": 342, "b": 68.5721 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p220.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 342, "t": 80.0242, "r": 399.36, "b": 68.5721 }, "text": "", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p220.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.31", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p220.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.10", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p220.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.83", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p220.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.43", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p220.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 284.64, "t": 68.5721, "r": 342, "b": 57.12 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p220.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 342, "t": 68.5721, "r": 399.36, "b": 57.12 }, "text": "", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 221, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 17, "items": [ { "id": "p221.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 738.96, "r": 563.04, "b": 702 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 54", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p221.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p221.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.84, "r": 481.92, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p221.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 663.12, "r": 457.44, "b": 56.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p221.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p221.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p221.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p221.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p221.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p221.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 222, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 15, "items": [ { "id": "p222.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.68, "r": 564.24, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 55", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p222.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p222.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p222.4", "order": 4, "type": "text", "bbox": { "l": 48.24, "t": 663.84, "r": 537.36, "b": 523.2 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.59 cfs @ 12.12 hrs, Volume= 2,314 cf\nOutflow = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf, Atten=75%, Lag=20.1 min\nPrimary = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.71' @ 12.46 hrs Surf.Area= 5,926 sf Storage= 773 cf\n\nPlug-Flow detention time= 106.5 min calculated for 2,310 cf (100% of inflow)\nCenter-of-Mass det. time= 105.4 min ( 863.3 - 757.9 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p222.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 516.72, "r": 557.04, "b": 237.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p222.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p222.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p222.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p222.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p222.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p222.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p222.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p222.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.056, "t": 496.7657, "r": 557.04, "b": 476.8114 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p222.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p222.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p222.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p222.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.056, "t": 476.8114, "r": 557.04, "b": 456.8571 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p222.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p222.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p222.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p222.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.056, "t": 456.8571, "r": 557.04, "b": 436.9029 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p222.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 436.9029, "r": 153.072, "b": 416.9486 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p222.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.072, "t": 436.9029, "r": 254.064, "b": 416.9486 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p222.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p222.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p222.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p222.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p222.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p222.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p222.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p222.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p222.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p222.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p222.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p222.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p222.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p222.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p222.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p222.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p222.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p222.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p222.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p222.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p222.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p222.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p222.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p222.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p222.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p222.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p222.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p222.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p222.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p222.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p222.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p222.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p222.5.51", "order": 56, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p222.5.52", "order": 57, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p222.5.53", "order": 58, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p222.5.54", "order": 59, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p222.5.55", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p222.5.56", "order": 61, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p222.6", "order": 62, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.36, "b": 126.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p222.6.1", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p222.6.2", "order": 64, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p222.6.3", "order": 65, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p222.6.4", "order": 66, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p222.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p222.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p222.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p222.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p222.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p222.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p222.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p222.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p222.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.28, "r": 177.9, "b": 126.72 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p222.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p222.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p222.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.28, "r": 555.36, "b": 126.72 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p222.7", "order": 79, "type": "footnote", "bbox": { "l": 54, "t": 121.44, "r": 495.36, "b": 69.84 }, "text": "Primary OutFlow Max=0.15 cfs @ 12.46 hrs HW=94.71' TW=90.76' (Dynamic Tailwater)\n3=Culvert (Passes 0.15 cfs of 7.02 cfs potential flow)\n1=Orifice (Orifice Controls 0.15 cfs @ 4.31 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 223, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 2, "footer": 1, 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"Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p224.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 672.96 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p224.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.44, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p224.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p224.6", "order": 6, "type": "caption", "bbox": { "l": 237.36, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p224.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360, "r": 552, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 225, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p225.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 738.96, "r": 563.52, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 58", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p225.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 384.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p225.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p225.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p225.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p225.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.34\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p225.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n4\n34\n66\n95\n133\n401\n475\n191\n120\n98\n88\n81\n46\n31\n24\n19\n16\n14\n12\n11\n10\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p225.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.80\n93.83\n93.86\n93.88\n93.91\n94.14\n94.20\n93.96\n93.90\n93.88\n93.87\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p225.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 226, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 15, "items": [ { "id": "p226.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 561.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 59", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p226.2", "order": 2, "type": "heading", "bbox": { "l": 150, "t": 688.08, "r": 472.8, "b": 672.96 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p226.3", "order": 3, "type": "table", "bbox": { "l": 55.44, "t": 664.08, "r": 399.12, "b": 56.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p226.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 86.24479599999995 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p226.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p226.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 86.24479599999995 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p226.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p226.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p226.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p226.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.30", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p226.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.10", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p226.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.82", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p226.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.31", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p226.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 284.56, "t": 79.7932, "r": 341.84, "b": 68.3366 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p226.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 341.84, "t": 79.7932, "r": 399.12, "b": 68.3366 }, "text": "", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p226.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.31", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p226.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.10", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p226.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.83", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p226.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.43", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p226.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 284.56, "t": 68.3366, "r": 341.84, "b": 56.88 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p226.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 341.84, "t": 68.3366, "r": 399.12, "b": 56.88 }, "text": "", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 227, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p227.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 563.04, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 60", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p227.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p227.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.84, "r": 481.68, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p227.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 662.88, "r": 457.2, "b": 56.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p227.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p227.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p227.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p227.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p227.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p227.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 228, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 25, "title": 1 }, "build_ms": 7, "items": [ { "id": "p228.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 562.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 61", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p228.2", "order": 2, "type": "heading", "bbox": { "l": 165.84, "t": 688.08, "r": 456.72, "b": 672.48 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p228.3", "order": 3, "type": "table", "bbox": { "l": 48.96, "t": 678.72, "r": 560.64, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 25, "n_cols": 4, "integrity": { "cells_checked": 25, "cells_flagged": 15, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth > …" }, { "row": 1, "col": 0, "coverage": 0.13, "text": "Inflow = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 8, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 9, "col": 0, "coverage": 0, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed belo…" }, { "row": 10, "col": 0, "coverage": 0.5, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cub…" }, { "row": 12, "col": 0, "coverage": 0, "text": "92.00 651 205 205" }, { "row": 13, "col": 0, "coverage": 0, "text": "93.00 1,094 873 1,077" }, { "row": 14, "col": 0, "coverage": 0, "text": "94.00 1,629 1,362 2,439" }, { "row": 15, "col": 0, "coverage": 0, "text": "95.00 2,249 1,939 4,378" }, { "row": 16, "col": 0, "coverage": 0.2, "text": "Device Routing Invert Outlet Devices" }, { "row": 17, "col": 0, "coverage": 0.13, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to w…" } ] } }, "children": [ { "id": "p228.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 48.96, "t": 678.72, "r": 560.64, "b": 659.9491 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth > 0.97\" for 2 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p228.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 48.96, "t": 659.9491, "r": 560.64, "b": 641.1782 }, "text": "Inflow = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p228.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 48.96, "t": 641.1782, "r": 560.64, "b": 622.4073 }, "text": "Outflow = 0.08 cfs @ 14.24 hrs, Volume= 2,194 cf, Atten= 41%, Lag= 106.1 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p228.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 48.96, "t": 622.4073, "r": 560.64, "b": 603.6364 }, "text": "Discarded = 0.08 cfs @ 14.24 hrs, Volume= 2,194 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p228.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 48.96, "t": 603.6364, "r": 560.64, "b": 584.8655 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p228.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 199.417382, "b": 587.184155 }, "text": "Routed to Link 33L : POA 2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p228.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.12' @ 14.24 hrs Surf.Area= 704 sf Storage= 286 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p228.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 26.8 min calculated for 2,194 cf (100% of inflow)\nCenter-of-Mass det. time= 26.8 min ( 895.5 - 868.7 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p228.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 48.96, "t": 491.0109, "r": 560.64, "b": 472.24 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p228.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 48.96, "t": 472.24, "r": 560.64, "b": 453.4691 }, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 9 }, { "id": "p228.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 48.96, "t": 453.4691, "r": 560.64, "b": 434.6982 }, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 10 }, { "id": "p228.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 48.96, "t": 434.6982, "r": 560.64, "b": 415.9273 }, "text": "91.65 520 0 0", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 11 }, { "id": "p228.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 48.96, "t": 415.9273, "r": 560.64, "b": 397.1564 }, "text": "92.00 651 205 205", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 12 }, { "id": "p228.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 48.96, "t": 397.1564, "r": 560.64, "b": 378.3855 }, "text": "93.00 1,094 873 1,077", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 13 }, { "id": "p228.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 48.96, "t": 378.3855, "r": 560.64, "b": 359.6145 }, "text": "94.00 1,629 1,362 2,439", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 14 }, { "id": "p228.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 48.96, "t": 359.6145, "r": 560.64, "b": 340.8436 }, "text": "95.00 2,249 1,939 4,378", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 15 }, { "id": "p228.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 48.96, "t": 340.8436, "r": 560.64, "b": 322.0727 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p228.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 48.96, "t": 322.0727, "r": 560.64, "b": 303.3018 }, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 }, { "id": "p228.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 48.96, "t": 303.3018, "r": 560.64, "b": 284.5309 }, "text": "#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 18 }, { "id": "p228.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 48.96, "t": 284.5309, "r": 560.64, "b": 265.76 }, "text": "#3 Primary 93.65' 12.0\" Round Culvert", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 19 }, { "id": "p228.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 509.362546, "b": 269.42428199999995 }, "text": "L= 17.0' RCP, groove end projecting, Ke= 0.200\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 ' /' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p228.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 48.96, "t": 209.4473, "r": 560.64, "b": 190.6764 }, "text": "#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 21 }, { "id": "p228.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.08 cfs @ 14.24 hrs HW=92.12' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 22, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p228.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)\n3=Culvert ( Controls 0.00 cfs)\n1=Orifice ( Controls 0.00 cfs)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 23, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p228.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 73.199546, "t": 114.28088400000001, "r": 248.324384, "b": 104.184348 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 24, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 24 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 229, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p229.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 564, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 62", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p229.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p229.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p229.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 670.56, "r": 552, "b": 401.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.14 cfs Inflow\nOutflow\nDiscarded\n0.15 Inflow Area=27,007 sf Primary\nPeak Elev=92.12'\n0.14\n0.13\n0.12 Storage=286 cf\n0.11\n0.08 cfs\n0.1 0.08 cfs\n0.09\n(cfs) 0.08\nFlow\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p229.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p229.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 360.48, "r": 551.52, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 230, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p230.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 564.96, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 63", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p230.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 399.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p230.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p230.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p230.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 663.12, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 231, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7, "text": 1 }, "build_ms": 15, "items": [ { "id": "p231.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 738.72, "r": 563.76, "b": 709.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p231.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 393.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p231.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 64", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p231.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p231.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 666, "r": 444.48, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p231.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p231.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793471, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p231.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.411831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n1\n2\n9\n284\n166\n2\n1\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p231.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592945, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.67\n92.12\n91.94\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p231.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784714, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.06\n0.08\n0.07\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p231.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.181828, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.06\n0.08\n0.07\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p231.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 232, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 14, "items": [ { "id": "p232.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.6, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 65", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p232.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 737.76, "r": 383.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p232.3", "order": 3, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p232.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 665.04, "r": 507.6, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p232.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p232.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p232.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p232.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p232.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p232.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p232.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p232.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 233, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p233.1", "order": 1, "type": "header", "bbox": { "l": 450, "t": 739.2, "r": 564, "b": 699.84 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 66", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p233.2", "order": 2, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 563.52, "b": 713.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p233.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p233.4", "order": 4, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p233.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 661.68, "r": 256.08, "b": 60 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p233.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p233.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p233.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p233.6", "order": 9, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p233.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p233.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p233.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 234, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 34, "text": 3 }, "build_ms": 7, "items": [ { "id": "p234.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 563.76, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 67", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p234.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 390, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p234.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p234.4", "order": 4, "type": "text", "bbox": { "l": 49.44, "t": 668.64, "r": 536.88, "b": 513.12 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.01\" for 2 YR-C event\nInflow = 0.00 cfs @ 24.02 hrs, Volume= 13 cf\nOutflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.42' @ 25.28 hrs Surf.Area= 137 sf Storage= 13 cf\n\nPlug-Flow detention time=(not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time=(not calculated: no outflow)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p234.5", "order": 5, "type": "table", "bbox": { "l": 50.88, "t": 515.76, "r": 559.68, "b": 193.22431300000005 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 33, "cells_flagged": 2, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" }, { "row": 8, "col": 0, "coverage": 0, "text": "Bond 42B: BIOVENTION BASIN 3A" } ] } }, "children": [ { "id": "p234.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p234.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p234.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p234.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p234.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p234.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p234.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p234.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p234.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p234.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p234.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p234.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p234.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p234.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p234.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p234.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p234.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p234.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p234.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p234.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p234.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p234.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p234.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p234.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p234.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p234.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 365.304244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p234.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 457.92, "t": 301.2, "r": 559.68, "b": 274.38 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p234.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 50.88, "t": 274.38, "r": 152.64, "b": 247.56 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p234.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p234.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p234.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\n L = 11.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 90.80' / 90.75' $ S = 0.0045' /' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p234.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 484.044867, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.30' TW=90.75' (Dynamic Tailwater)\\n3=Culvert (Passes 0.00 cfs of 6.42 cfs potential flow)\\n1=Orifice ( Controls 0.00 cfs)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 31 }, { "id": "p234.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 50.88, "t": 220.74, "r": 356.16, "b": 193.92 }, "text": "Bond 42B: BIOVENTION BASIN 3A", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 32 }, { "id": "p234.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 333.479867, "t": 215.07010300000002, "r": 364.732673, "b": 193.22431300000005 }, "text": "Grate\\nOrifice", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 33 } ], "reading_order": 4 }, { "id": "p234.6", "order": 40, "type": "figure", "bbox": { "l": 54.72, "t": 221.28, "r": 385.2, "b": 189.12 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nOrifice" }, "children": [ { "id": "p234.6.1", "order": 41, "type": "text", "bbox": { "l": 71.76, "t": 200.64, "r": 249.6, "b": 189.6 }, "text": "Pond 42P · BIORENTION BASIN 3A", "reading_order": 0 } ], "reading_order": 5 }, { "id": "p234.7", "order": 42, "type": "figure", "bbox": { "l": 329.04, "t": 168, "r": 559.2, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p234.7.1", "order": 43, "type": "text", "bbox": { "l": 329.52, "t": 158.88, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 235, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p235.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 565.44, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 68", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p235.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p235.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.48, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p235.4", "order": 4, "type": "figure", "bbox": { "l": 63.36, "t": 666.48, "r": 553.68, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.001 0.00 cfs Primary\nInflow Area=29,621 sf\n0.001\n0.001\nPeak Elev=93.42'\n0.001\n0.001\nStorage=13 cf\n0.001\n0.001\n0.001\n0.001\n(cfs) 0.001\n0.000\nFlow 0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0\n0.00 0 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p235.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p235.6", "order": 6, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 551.52, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 236, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p236.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 564.96, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 69", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p236.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p236.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p236.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p236.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.32, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 237, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p237.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 564, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p237.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p237.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 70", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p237.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.6, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p237.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.72, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p237.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p237.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p237.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.204598, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n1\n6\n12\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13\n13", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p237.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.32\n93.36\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42\n93.42", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p237.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.79309, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 238, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32, "text": 1 }, "build_ms": 23, "items": [ { "id": "p238.1", "order": 1, "type": "header", "bbox": { "l": 362.4, "t": 739.44, "r": 562.32, "b": 703.68 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 71", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p238.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.76, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p238.3", "order": 3, "type": "text", "bbox": { "l": 516.48, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 71", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p238.4", "order": 4, "type": "caption", "bbox": { "l": 157.2, "t": 687.6, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p238.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 405.12, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p238.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p238.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p238.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p238.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p238.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p238.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p238.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p238.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p238.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p238.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p238.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p238.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p238.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p238.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p238.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p238.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p238.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p238.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p238.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p238.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p238.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p238.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p238.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p238.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p238.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p238.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p238.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p238.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p238.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p238.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 4 }, { "id": "p238.6", "order": 36, "type": "table", "bbox": { "l": 414.48, "t": 662.16, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p238.6.1", "order": 37, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p238.6.2", "order": 38, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 239, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 10, "items": [ { "id": "p239.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 563.76, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p239.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 394.56, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p239.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 72", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p239.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p239.5", "order": 5, "type": "table", "bbox": { "l": 55.2, "t": 672.24, "r": 469.68, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p239.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p239.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p239.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p239.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p239.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p239.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 240, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 2, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p240.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 563.52, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p240.2", "order": 2, "type": "header", "bbox": { "l": 456.48, "t": 739.2, "r": 563.04, "b": 699.36 }, "text": "YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 73", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p240.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p240.4", "order": 4, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p240.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 518.16, "b": 621.84 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.00\" for 2 YR-C event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p240.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.6 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p240.7", "order": 7, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p240.8", "order": 8, "type": "figure", "bbox": { "l": 61.2, "t": 507.36, "r": 552.48, "b": 232.56 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=73,567 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 }, { "id": "p240.9", "order": 9, "type": "footnote", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p240.10", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 }, { "id": "p240.11", "order": 11, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 241, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 26, "items": [ { "id": "p241.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.2, "r": 563.52, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p241.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 391.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p241.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 74", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p241.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 397.2, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p241.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.52, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p241.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p241.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p241.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p241.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p241.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p241.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p241.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p241.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p241.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 242, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 3, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p242.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 563.76, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p242.2", "order": 2, "type": "header", "bbox": { "l": 452.16, "t": 738.96, "r": 563.04, "b": 699.36 }, "text": "YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 75", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p242.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p242.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p242.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 517.92, "b": 621.84 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00\" for 2 YR-C event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p242.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p242.7", "order": 7, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p242.8", "order": 8, "type": "figure", "bbox": { "l": 61.2, "t": 506.64, "r": 552.48, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=27,007 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p242.8.1", "order": 9, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p242.9", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p242.10", "order": 11, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p242.11", "order": 12, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 243, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 29, "items": [ { "id": "p243.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 563.52, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p243.2", "order": 2, "type": "header", "bbox": { "l": 445.44, "t": 738.96, "r": 565.68, "b": 699.6 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 76", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p243.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p243.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p243.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p243.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p243.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p243.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p243.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p243.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.12, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p243.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p243.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p243.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p243.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 244, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p244.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.2, "r": 563.76, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p244.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p244.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 77", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p244.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p244.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 517.92, "b": 621.84 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00\" for 2 YR-C event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p244.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p244.7", "order": 7, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p244.8", "order": 8, "type": "figure", "bbox": { "l": 61.2, "t": 506.16, "r": 552.48, "b": 232.08 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=38,333 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p244.8.1", "order": 9, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p244.9", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p244.10", "order": 11, "type": "footnote", "bbox": { "l": 65.04, "t": 384, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p244.11", "order": 12, "type": "footnote", "bbox": { "l": 84.96, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 245, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 26, "items": [ { "id": "p245.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 563.52, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p245.2", "order": 2, "type": "header", "bbox": { "l": 455.28, "t": 738.72, "r": 563.52, "b": 699.12 }, "text": "YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 78", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p245.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p245.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.48 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p245.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p245.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p245.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p245.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p245.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p245.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 469.2, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p245.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p245.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p245.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p245.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 246, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "footer": 1, "header": 1, "text": 19 }, "build_ms": 2, "items": [ { "id": "p246.1", "order": 1, "type": "header", "bbox": { "l": 51.36, "t": 99.36, "r": 133.2, "b": 87.36 }, "text": "Link 32L: POA1", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p246.2", "order": 2, "type": "text", "bbox": { "l": 104.64, "t": 688.08, "r": 508.08, "b": 650.4 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 1 }, { "id": "p246.3", "order": 3, "type": "text", "bbox": { "l": 49.44, "t": 640.56, "r": 556.08, "b": 616.56 }, "text": "Subcatchment2S: DA-P1 PERVIOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.01 cfs 222 cf", "reading_order": 2 }, { "id": "p246.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 605.04, "r": 556.32, "b": 580.56 }, "text": "Subcatchment3S: DA-P3 PERVIOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 124 cf", "reading_order": 3 }, { "id": "p246.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 570.48, "r": 557.28, "b": 543.6 }, "text": "Subcatchment4S: DA-P2PERVIOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 78 cf", "reading_order": 4 }, { "id": "p246.6", "order": 6, "type": "text", "bbox": { "l": 51.36, "t": 532.8, "r": 557.04, "b": 508.56 }, "text": "Subcatchment6S: DA-P3IMPERVIOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.70 cfs 2,762 cf", "reading_order": 5 }, { "id": "p246.7", "order": 7, "type": "text", "bbox": { "l": 51.84, "t": 497.04, "r": 556.8, "b": 471.84 }, "text": "Subcatchment7S: DA-P2IMPERVIOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.66 cfs 2,624 cf", "reading_order": 6 }, { "id": "p246.8", "order": 8, "type": "text", "bbox": { "l": 52.08, "t": 461.28, "r": 556.8, "b": 436.08 }, "text": "Subcatchment8S: DA-P1 IMPERVIOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.58 cfs 5,525 cf", "reading_order": 7 }, { "id": "p246.9", "order": 9, "type": "text", "bbox": { "l": 50.88, "t": 424.56, "r": 558.48, "b": 400.08 }, "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.29 cfs 951 cf", "reading_order": 8 }, { "id": "p246.10", "order": 10, "type": "text", "bbox": { "l": 51.36, "t": 423.36, "r": 218.64, "b": 411.36 }, "text": "Subcatchment14S: LOT 11 Roof", "reading_order": 9 }, { "id": "p246.11", "order": 11, "type": "text", "bbox": { "l": 51.12, "t": 390.24, "r": 558.48, "b": 363.84 }, "text": "Pond 2P: Subsurface Infiltration Basin 1\nDiscarded=0.42 cfs 5,192 cf\nPeak Elev=87.01' Storage=7 cf Inflow=0.42 cfs 5,192 cf\nPrimary=0.00 cfs 0 cf Outflow=0.42 cfs 5,192 cf", "reading_order": 10 }, { "id": "p246.12", "order": 12, "type": "text", "bbox": { "l": 50.88, "t": 352.32, "r": 559.44, "b": 327.84 }, "text": "Pond 5P: BIORETENTIONBASIN 1A\nPeak Elev=92.21' Storage=3,321 cf Inflow=1.58 cfs 5,747 cf Outflow=0.17 cfs 4,241 cf", "reading_order": 11 }, { "id": "p246.13", "order": 13, "type": "text", "bbox": { "l": 51.36, "t": 317.04, "r": 559.92, "b": 292.56 }, "text": "Peak Elev=94.83' Storage=51 cf Inflow=0.00 cfs 78 cf Outflow=0.00 cfs 32 cf", "reading_order": 12 }, { "id": "p246.14", "order": 14, "type": "text", "bbox": { "l": 51.6, "t": 314.88, "r": 220.56, "b": 303.12 }, "text": "Pond 6P: BIORENTION BASIN 2A", "reading_order": 13 }, { "id": "p246.15", "order": 15, "type": "text", "bbox": { "l": 51.36, "t": 281.52, "r": 558.24, "b": 255.6 }, "text": "Pond 8P: INFILTRATIONBASIN 3 Peak Elev=90.76' Storage=13 cf Inflow=0.27 cfs 2,783 cf Discarded=0.27 cfs 2,783 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 2,783 cf", "reading_order": 14 }, { "id": "p246.16", "order": 16, "type": "text", "bbox": { "l": 49.68, "t": 245.76, "r": 558.96, "b": 219.36 }, "text": "Pond 10P: PERVIOUS PAVEMENT2B Peak Elev=94.81' Storage=870 cf Inflow=0.66 cfs 2,624 cf Outflow=0.19 cfs 2,620 cf", "reading_order": 15 }, { "id": "p246.17", "order": 17, "type": "text", "bbox": { "l": 50.88, "t": 209.52, "r": 558.72, "b": 186.72 }, "text": "Pond 15P: PERVIOUS PAVEMENT3B Peak Elev=94.82' Storage=866 cf Inflow=0.70 cfs 2,762 cf Outflow=0.27 cfs 2,759 cf", "reading_order": 16 }, { "id": "p246.18", "order": 18, "type": "text", "bbox": { "l": 51.84, "t": 178.32, "r": 558.24, "b": 147.36 }, "text": "Pond 33P: INFILTRATIONBASIN 2\nPeak Elev=92.28' Storage=408 cf Inflow=0.19 cfs 2,652 cf\nDiscarded=0.09 cfs 2,652 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 2,652 cf", "reading_order": 17 }, { "id": "p246.19", "order": 19, "type": "text", "bbox": { "l": 49.92, "t": 137.76, "r": 558.96, "b": 112.08 }, "text": "Pond 42P: BIORENTION BASIN 3A Peak Elev=93.84' Storage=112 cf Inflow=0.00 cfs 124 cf Outflow=0.00 cfs 24 cf", "reading_order": 18 }, { "id": "p246.20", "order": 20, "type": "text", "bbox": { "l": 457.68, "t": 100.8, "r": 559.68, "b": 75.36 }, "text": "Inflow=0.00 cfs 0 cf\nPrimary=0.00 cfs 0 cf", "reading_order": 19 }, { "id": "p246.21", "order": 21, "type": "footer", "bbox": { "l": 49.68, "t": 738.96, "r": 562.56, "b": 700.08 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 79", "attrs": { "block_label": "footer" }, "reading_order": 20 } ] }, { "document_id": 12617, "page": 247, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p247.1", "order": 1, "type": "text", "bbox": { "l": 56.88, "t": 693.12, "r": 572.4, "b": 588.24 }, "text": "_ink 33L: POA2\n\n_ink 34L: POA3\n\nTotal Runoff Area = 138,907 sf Runoff Volume = 12,288 cf Average Runoff Depth = 1.06\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p247.2", "order": 2, "type": "footer", "bbox": { "l": 46.32, "t": 739.44, "r": 560.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 80", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 248, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p248.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.44, "r": 565.44, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 81", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p248.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 738.24, "r": 392.16, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p248.3", "order": 3, "type": "title", "bbox": { "l": 159.6, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p248.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 464.64, "b": 633.6 }, "text": "Runoff = 0.01 cfs @ 17.16 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p248.5", "order": 5, "type": "text", "bbox": { "l": 355.92, "t": 660, "r": 463.68, "b": 646.56 }, "text": "222 cf, Depth= 0.05\"", "reading_order": 4 }, { "id": "p248.6", "order": 6, "type": "text", "bbox": { "l": 50.4, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p248.7", "order": 7, "type": "figure", "bbox": { "l": 54, "t": 595.2, "r": 563.04, "b": 60.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\nRunoff\n0.007 0.01 cfs\nNOAA 24-hr D\n0.007\n0.006\n0.005 2 YR-F Rainfall=4.04\"\n0.005 Runoff Area=1.220 ac\n0.004\nRunoff Volume=222 cf\n(cfs) 0.004\n0.003 Runoff Depth=0.05\"\nFlow\nFlow Length=525'\n0.003\n0.002\nTc=14.2 min\n0.002\n0.001 CN=39/0\n0.001\n0.000\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 249, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p249.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.44, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p249.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p249.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.92, "b": 699.12 }, "text": "Page 82", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p249.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p249.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p249.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p249.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p249.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p249.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p249.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 250, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p250.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.68, "r": 565.2, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 83", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p250.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p250.3", "order": 3, "type": "title", "bbox": { "l": 159.6, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p250.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 0.00 cfs @ 17.07 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p250.5", "order": 5, "type": "text", "bbox": { "l": 357.12, "t": 660, "r": 463.68, "b": 646.56 }, "text": "124 cf, Depth= 0.05\"", "reading_order": 4 }, { "id": "p250.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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"colspan": 1 }, "reading_order": 16 }, { "id": "p252.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 352.216601, "b": 485.424196 }, "text": "Sheet Flow, Grass: Dense", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p252.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 361.157777, "t": 495.509991, "r": 459.146208, "b": 485.424196 }, "text": "n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p252.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p252.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { 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(hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p253.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 6 }, { "id": "p254.8", "order": 8, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 559.2, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p254.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p254.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p254.8.3", 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533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p254.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p254.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p254.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p254.8.18", "order": 26, "type": "table_cell", 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true }, "reading_order": 28 }, { "id": "p254.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 305.88, "t": 470.4343, "r": 390.32, "b": 450.72 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p254.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 390.32, "t": 470.4343, "r": 474.76, "b": 450.72 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p254.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 474.76, "t": 470.4343, "r": 559.2, "b": 450.72 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 } ], "reading_order": 7 }, { "id": "p254.9", "order": 41, "type": "caption", "bbox": { "l": 191.04, "t": 372.96, "r": 427.92, "b": 358.32 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p254.10", "order": 42, "type": "caption", "bbox": { "l": 254.64, "t": 353.28, "r": 306, "b": 342 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p254.11", "order": 43, "type": "figure", "bbox": { "l": 61.2, "t": 351.6, "r": 552.48, "b": 87.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.75 0.70 cfs\n0.7\nNOAA 24-hr D\n0.65\n0.6 2 YR-F Rainfall=4.04\"\n0.55 Runoff Area=0.200 ac\n0.5\nRunoff Volume=2,762 cf\n0.45\n(cfs) 0.4 Runoff Depth=3.81\"\nFlow 0.35 Flow Length=155'\n0.3\nTc=4.3 min\n0.25\n0.2 CN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 255, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p255.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.44, "r": 564.48, "b": 711.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p255.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 396.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p255.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 88", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p255.4", "order": 4, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p255.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p255.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p255.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p255.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p255.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p255.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.40\n0.04\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 256, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 45, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 35, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p256.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 563.52, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 89", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p256.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p256.3", "order": 3, "type": "title", "bbox": { "l": 153.12, "t": 687.6, "r": 469.68, "b": 672.48 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p256.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 309.36, "b": 634.32 }, "text": "Runoff = 0.66 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n2,624 cf, Depth= 3.81\"", "reading_order": 3 }, { "id": "p256.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.68, "b": 646.56 }, "text": "2,624 cf, Depth= 3.81\"", "reading_order": 4 }, { "id": "p256.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p256.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p256.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p256.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p256.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p256.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 52.56, "t": 569.3486, "r": 124.9029, "b": 549.7371 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p256.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p256.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p256.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p256.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p256.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p256.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p256.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p256.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p256.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p256.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 486.6171, "t": 530.1257, "r": 558.96, "b": 510.5143 }, "text": "", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p256.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p256.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p256.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p256.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p256.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.5143, "r": 414.2743, "b": 490.9029 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p256.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 485.424196 }, "text": "Sheet Flow, Grass: Short n= 0.150 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p256.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 486.6171, "t": 510.5143, "r": 558.96, "b": 490.9029 }, "text": "", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p256.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p256.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p256.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p256.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, 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(inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p257.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p257.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p257.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.38\n0.04\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 258, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 31, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p258.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.44, "r": 563.52, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nas LLC Page 91", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p258.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p258.3", "order": 3, "type": "title", "bbox": { "l": 153.36, "t": 687.84, "r": 469.68, "b": 672.48 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p258.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 1.58 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p258.5", "order": 5, "type": "text", "bbox": { "l": 347.28, "t": 660.24, "r": 463.68, "b": 646.56 }, "text": "5,525 cf, Depth= 3.81\"", "reading_order": 4 }, { "id": "p258.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p258.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 588.96, "r": 558.96, "b": 459.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p258.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p258.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p258.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p258.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p258.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p258.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p258.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p258.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p258.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p258.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p258.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p258.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p258.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p258.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 114.958671, "t": 507.509986, "r": 132.841024, "b": 497.424191 }, "text": "235", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p258.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.393863, "t": 507.509986, "r": 176.178176, "b": 497.424191 }, "text": "0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p258.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.147723, "t": 507.509986, "r": 224.010468, "b": 497.424191 }, "text": "2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p258.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 341.8286, "t": 514.7657, "r": 414.2057, "b": 496.2171 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p258.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 429.653191, "b": 485.424196 }, "text": "Shallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p258.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p258.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p258.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 197.0743, "t": 496.2171, "r": 269.4514, "b": 477.6686 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p258.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p258.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 341.8286, "t": 496.2171, "r": 414.2057, "b": 477.6686 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p258.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p258.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, 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"r": 553.68, "b": 115.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.58 cfs\nNOAA 24-hr D\n2 YR-F Rainfall=4.04\"\nRunoff Area=0.400 ac\nRunoff Volume=5,525 cf\n(cfs) Runoff Depth=3.81\"\n1\nFlow Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98\n0" }, "reading_order": 9 }, { "id": "p258.11", "order": 42, "type": "footnote", "bbox": { "l": 83.28, "t": 119.52, "r": 492.48, "b": 97.68 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 259, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p259.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.44, "r": 564.48, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p259.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.28, "r": 397.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p259.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 92", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p259.4", "order": 4, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p259.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p259.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p259.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p259.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p259.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p259.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.02\n0.02\n0.04\n0.07\n0.93\n0.08\n0.04\n0.03\n0.03\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 260, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 11, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p260.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.68, "r": 563.76, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 93", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p260.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 391.92, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p260.3", "order": 3, "type": "title", "bbox": { "l": 171.36, "t": 687.6, "r": 450.48, "b": 672.48 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p260.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.48, "r": 311.52, "b": 634.32 }, "text": "Runoff = 0.29 cfs @ 12.09 hrs, Volume=\nRouted to Pond 2P : Subsurface Infiltration Basin 1\n951 cf, Depth= 3.81\"", "reading_order": 3 }, { "id": "p260.5", "order": 5, "type": "text", "bbox": { "l": 356.16, "t": 660, "r": 463.68, "b": 646.56 }, "text": "951 cf, Depth= 3.81\"", "reading_order": 4 }, { "id": "p260.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p260.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 588, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p260.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p260.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p260.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p260.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p260.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p260.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p260.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p260.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p260.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p260.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p260.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 6 }, { "id": "p260.8", "order": 19, "type": "caption", "bbox": { "l": 209.76, "t": 422.88, "r": 408.48, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p260.9", "order": 20, "type": "figure", "bbox": { "l": 63.12, "t": 404.16, "r": 552, "b": 137.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.32 Runoff\n0.29 cfs\n0.3\n0.28 NOAA 24-hr D\n2 YR-F Rainfall=4.04\"\n0.26\n0.24\n0.22 Runoff Area=3,000 sf\n0.2\nRunoff Volume=951 cf\n(cfs)\n0.18\n0.16 Runoff Depth=3.81\"\nFlow 0.14\n0.12 Flow Length=40'\nTc=0.3 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 261, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p261.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.44, "r": 564.24, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p261.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p261.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 94", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p261.4", "order": 4, "type": "caption", "bbox": { "l": 174.48, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p261.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p261.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p261.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p261.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p261.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p261.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.18\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 262, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "table": 1, "table_cell": 41, "title": 1 }, "build_ms": 8, "items": [ { "id": "p262.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.44, "r": 562.8, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 95", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p262.2", "order": 2, "type": "table", "bbox": { "l": 49.2, "t": 685.2, "r": 561.12, "b": 74.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 20, "n_cols": 4, "integrity": { "cells_checked": 39, "cells_flagged": 3, "flags": [ { "row": 4, "col": 0, "coverage": 0.5, "text": "Discarded = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf" }, { "row": 5, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 15, "col": 1, "coverage": 0, "text": "Device 1" } ] } }, "children": [ { "id": "p262.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 151.559939, "t": 684.893782, "r": 471.486585, "b": 673.080619 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p262.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 49.2, "t": 667.7554, "r": 561.12, "b": 650.3109 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.85\" for 2 YR-F event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p262.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 49.2, "t": 650.3109, "r": 561.12, "b": 632.8663 }, "text": "Inflow = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p262.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 49.2, "t": 632.8663, "r": 561.12, "b": 615.4217 }, "text": "Outflow = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf, Atten= 0%, Lag= 0.2 min", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p262.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 49.2, "t": 615.4217, "r": 561.12, "b": 597.9771 }, "text": "Discarded = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p262.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 49.2, "t": 597.9771, "r": 561.12, "b": 580.5326 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p262.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 196.43699, "b": 587.184155 }, "text": "Routed to Link 32L : POA1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p262.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 7 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p262.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 403.081673, "b": 515.184184 }, "text": "Plug-Flow detention time= 0.3 min calculated for 5,192 cf (100% of inflow)\nCenter-of-Mass det. time= 0.3 min ( 952.0 - 951.7 )", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p262.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 477.264199 }, "text": "Volume\n#1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p262.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 120.356965, "t": 501.269988, "r": 149.228173, "b": 477.264199 }, "text": "Invert\n87.00'", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p262.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 477.264199 }, "text": "Avail.Storage\n4,349 cf", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p262.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 559.398634, "b": 465.264204 }, "text": "Storage Description\n27.50'W x 90.00'L x 6.00'H Field A\n14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p262.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p262.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p262.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p262.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 518.011273, "b": 405.264228 }, "text": "ADS N-12 36\" x 20 Inside #1\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n20 Chambers in 5 Rows\n24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p262.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 49.2, "t": 353.7531, "r": 177.18, "b": 336.3086 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p262.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 177.18, "t": 353.7531, "r": 305.16, "b": 336.3086 }, "text": "", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p262.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 196.319921, "t": 401.430028, "r": 234.464652, "b": 391.344233 }, "text": "7,536 cf", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p262.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 246.11895, "t": 401.430028, "r": 356.950941, "b": 391.344233 }, "text": "Total Available Storage", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p262.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 68.901577, "t": 377.430038, "r": 293.524508, "b": 367.344243 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 }, { "id": "p262.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 131.159638, "b": 305.424268 }, "text": "Device", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p262.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 98.392878, "t": 353.430048, "r": 135.336875, "b": 343.344253 }, "text": "Routing", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p262.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 182.153796, "t": 353.430048, "r": 208.966604, "b": 343.344253 }, "text": "Invert", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p262.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 220.674184, "t": 353.430048, "r": 290.381052, "b": 343.344253 }, "text": "Outlet Devices", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p262.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#1", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p262.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 135.319322, "b": 329.424258 }, "text": "Primary", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p262.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 180.353475, "t": 339.510053, "r": 209.224683, "b": 329.424258 }, "text": "92.59'", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p262.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600\nLimited to weir flow at low heads", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p262.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 70.319972, "t": 315.510063, "r": 82.24154, "b": 305.424268 }, "text": "#2", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p262.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 177.18, "t": 266.5303, "r": 305.16, "b": 249.0857 }, "text": "Device 1", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p262.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 180.350366, "t": 315.510063, "r": 209.221574, "b": 305.424268 }, "text": "88.00'", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p262.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 269.42428199999995 }, "text": "12.0\" Round Culvert\nL= 119.0' RCP, square edge headwall, Ke= 0.500\nInlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 ' / Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 33 }, { "id": "p262.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#3", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p262.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p262.2.37", "order": 39, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "87.00'", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p262.2.38", "order": 40, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 514.81764, "b": 257.30428700000004 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p262.2.39", "order": 41, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.42 cfs @ 12.09 hrs HW=87.01' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.42 cfs)", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p262.2.40", "order": 42, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 173.30432099999996 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)\n1=Grate ( Controls 0.00 cfs)\n2=Culvert ( Controls 0.00 cfs)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p262.2.41", "order": 43, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 40 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 263, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p263.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 563.52, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nas LLC\nPage 96", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p263.2", "order": 2, "type": "header", "bbox": { "l": 53.76, "t": 738, "r": 395.52, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p263.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.4, "b": 672.48 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p263.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 666, "r": 543.6, "b": 362.88 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p263.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p263.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 264, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p264.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 563.76, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 97", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p264.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 402.48, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p264.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.32, "b": 673.2 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p264.4", "order": 4, "type": "figure", "bbox": { "l": 63.12, "t": 668.64, "r": 551.76, "b": 407.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.42 cfs Inflow\nOutflow\n0.42 cfs Discarded\n0.46 0.42 cfs Inflow Area=73,567 sf Primary\n0.44\n0.42 Peak Elev=87.01'\n0.4\n0.38 Storage=7 cf\n0.36\n0.34\n0.32\n0.3\n0.28\n(cfs)\n0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.00 cfs\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 3 }, { "id": "p264.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.6, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p264.6", "order": 6, "type": "figure", "bbox": { "l": 63.84, "t": 358.32, "r": 551.76, "b": 94.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 }, { "id": "p264.7", "order": 7, "type": "footnote", "bbox": { "l": 90.72, "t": 419.28, "r": 449.28, "b": 400.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 265, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p265.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.44, "r": 563.52, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 98", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p265.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 392.16, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p265.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p265.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p265.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 662.64, "r": 551.52, "b": 399.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 266, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 15, "items": [ { "id": "p266.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 738.96, "r": 563.28, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 99", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p266.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p266.3", "order": 3, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p266.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 663.84, "r": 446.4, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p266.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p266.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.28\n0.17\n0.13\n0.09\n0.06\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p266.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n5\n3\n2\n2\n1\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p266.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p266.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.27\n0.17\n0.13\n0.09\n0.06\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p266.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.27\n0.17\n0.13\n0.09\n0.06\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p266.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 267, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 16, "items": [ { "id": "p267.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 562.8, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 100", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p267.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p267.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p267.4", "order": 4, "type": "table", "bbox": { "l": 57.36, "t": 660.96, "r": 275.76, "b": 61.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p267.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p267.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p267.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p267.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p267.5", "order": 9, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p267.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p267.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p267.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p267.5.4", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 268, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 9, "items": [ { "id": "p268.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 563.04, "b": 705.12 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p268.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 397.68, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p268.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 101", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p268.4", "order": 4, "type": "caption", "bbox": { "l": 134.4, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p268.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 660.96, "r": 257.76, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p268.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p268.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p268.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p268.6", "order": 9, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p268.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p268.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p268.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 269, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 40, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 31, "text": 3 }, "build_ms": 8, "items": [ { "id": "p269.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.44, "r": 565.2, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 102", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p269.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 390.96, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p269.3", "order": 3, "type": "heading", "bbox": { "l": 162, "t": 687.84, "r": 461.28, "b": 672.72 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p269.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 661.2, "r": 531.12, "b": 601.44 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.98\" for 2 YR-F event\nInflow = 1.58 cfs @ 12.11 hrs, Volume = 5,747 cf\nOutflow = 0.17 cfs @ 12.89 hrs, Volume = 4,241 cf, Atten = 89%, Lag = 46.7 min\nPrimary = 0.17 cfs @ 12.89 hrs, Volume = 4,241 cf\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p269.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588.24, "r": 410.64, "b": 524.64 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.21' @ 12.89 hrs Surf.Area= 1,500 sf Storage= 3,321 cf\nPlug-Flow detention time= 336.9 min calculated for 4,241 cf (74% of inflow)\nCenter-of-Mass det. time= 229.7 min ( 997.3 - 767.6 )", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p269.6", "order": 6, "type": "table", "bbox": { "l": 52.08, "t": 514.32, "r": 558.96, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p269.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p269.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p269.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p269.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p269.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p269.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p269.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p269.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p269.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p269.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n90.00\n95.50", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p269.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n1,500\n1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p269.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.890205, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p269.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p269.7", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 414.96, "r": 559.44, "b": 186.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 18, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p269.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 131.159638, "b": 389.424234 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p269.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p269.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p269.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p269.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p269.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p269.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p269.7.8", "order": 28, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p269.7.9", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p269.7.10", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p269.7.11", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p269.7.12", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p269.7.13", "order": 33, "type": "table_cell", "bbox": { "l": 49.44, "t": 300.6, "r": 176.94, "b": 262.48 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p269.7.14", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p269.7.15", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p269.7.16", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 456.295873, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171'/' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79sf $", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p269.7.17", "order": 37, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.17 cfs @ 12.89 hrs HW=92.21' TW=87.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.17 cfs of 9.27 cfs potential flow)\\n1=Orifice (Orifice Controls 0.17 cfs @ 5.07 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p269.7.18", "order": 38, "type": "table_cell", "bbox": { "l": 73.199953, "t": 210.280846, "r": 257.412401, "b": 187.34431500000005 }, "text": "Pond 5P: BIORETENTION BASIN 1A\\nOrifice", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 6 }, { "id": "p269.8", "order": 39, "type": "figure", "bbox": { "l": 220.8, "t": 173.52, "r": 559.2, "b": 158.64 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p269.8.1", "order": 40, "type": "text", "bbox": { "l": 222.24, "t": 171.36, "r": 259.2, "b": 159.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 270, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p270.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.44, "r": 564.24, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 103", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p270.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p270.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p270.4", "order": 4, "type": "figure", "bbox": { "l": 60.96, "t": 675.36, "r": 552.96, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.58 cfs Primary\nInflow Area=70,567 sf\nPeak Elev=92.21'\nStorage=3,321 cf\n(cfs)\n1\nFlow\n0.17 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p270.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.84, "r": 419.28, "b": 367.44 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p270.6", "order": 6, "type": "caption", "bbox": { "l": 244.32, "t": 361.92, "r": 314.16, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p270.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 360.24, "r": 552, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 271, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p271.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 565.2, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 104", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p271.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 403.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p271.3", "order": 3, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p271.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p271.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 658.32, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 272, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p272.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 564.48, "b": 710.88 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p272.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 384.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p272.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 698.88 }, "text": "Page 105", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p272.4", "order": 4, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p272.5", "order": 5, "type": "table", "bbox": { "l": 53.04, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p272.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p272.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.02\n0.04\n0.07\n0.93\n0.08\n0.05\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p272.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n16\n109\n259\n485\n853\n2,190\n3,092\n2,506\n2,063\n1,811\n1,722\n1,692\n1,595\n1,560\n1,544\n1,534\n1,528\n1,524\n1,521\n1,518\n1,516\n1,515\n1,513\n1,512\n1,511\n1,511\n1,510\n1,509\n1,509\n1,508\n1,508\n1,507\n1,507\n1,507\n1,506\n1,506", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p272.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.01\n90.07\n90.17\n90.32\n90.57\n91.46\n92.06\n91.67\n91.38\n91.21\n91.15\n91.13\n91.06\n91.04\n91.03\n91.02\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p272.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.10\n0.16\n0.12\n0.09\n0.05\n0.03\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 273, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p273.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 563.28, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 106", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p273.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p273.3", "order": 3, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 470.16, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p273.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 285.12, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p273.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p273.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p273.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p273.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p273.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p273.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p273.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 274, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 7, "items": [ { "id": "p274.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 564.48, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 107", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p274.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.28, "r": 394.8, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p274.3", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p274.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 256.8, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p274.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p274.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p274.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p274.5", "order": 8, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.68, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p274.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p274.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p274.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 275, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "figure": 2, "header": 2, "table": 1, "table_cell": 30, "text": 4 }, "build_ms": 7, "items": [ { "id": "p275.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.44, "r": 565.2, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 108", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p275.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 391.44, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p275.3", "order": 3, "type": "text", "bbox": { "l": 52.08, "t": 684.24, "r": 557.52, "b": 522.72 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A\n\nInflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.05\" for 2 YR-F event\nInflow = 0.00 cfs @ 16.97 hrs, Volume= 78 cf\nOutflow = 0.00 cfs @ 22.07 hrs, Volume= 32 cf, Atten=4%, Lag=306.0 min\nPrimary = 0.00 cfs @ 22.07 hrs, Volume= 32 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.83' @ 22.07 hrs Surf.Area= 128 sf Storage= 51 cf\n\nPlug-Flow detention time= 395.8 min calculated for 32 cf (40% of inflow)\nCenter-of-Mass det. time= 219.4 min (1,374.5 - 1,155.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p275.4", "order": 4, "type": "table", "bbox": { "l": 50.88, "t": 516.48, "r": 559.2, "b": 232.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p275.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p275.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p275.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p275.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p275.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p275.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p275.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p275.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p275.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p275.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p275.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p275.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p275.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p275.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p275.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p275.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p275.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p275.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p275.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p275.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p275.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p275.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p275.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p275.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p275.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p275.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 50.88, "t": 283.7891, "r": 152.544, "b": 257.9345 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p275.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p275.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p275.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 30.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 '/\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p275.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.00 cfs @ 22.07 hrs HW=94.83' TW=91.65' (Dynamic Tailwater)\\n3=Culvert (Passes 0.00 cfs of 6.58 cfs potential flow)\\n1=Orifice (Orifice Controls 0.00 cfs @ 0.62 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p275.5", "order": 35, "type": "figure", "bbox": { "l": 51.6, "t": 223.2, "r": 245.28, "b": 187.92 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p275.5.1", "order": 36, "type": "text", "bbox": { "l": 134.88, "t": 219.84, "r": 183.12, "b": 204.48 }, "text": "Grate", "reading_order": 0 }, { "id": "p275.5.2", "order": 37, "type": "text", "bbox": { "l": 71.76, "t": 201.36, "r": 244.8, "b": 188.4 }, "text": "Pond 6P: BIORENTION BASIN 2A", "reading_order": 1 } ], "reading_order": 4 }, { "id": "p275.6", "order": 38, "type": "figure", "bbox": { "l": 125.52, "t": 168.72, "r": 558.96, "b": 145.44 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p275.6.1", "order": 39, "type": "text", "bbox": { "l": 128.4, "t": 159.12, "r": 164.88, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 276, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p276.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 738.96, "r": 564.24, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 109", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p276.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 396.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p276.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 672.96 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p276.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 670.32, "r": 553.44, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.00 cfs Primary\nInflow Area=18,731 sf\n0.002 0.00 cfs\n0.002\nPeak Elev=94.83'\n0.002\n0.002 Storage=51 cf\n0.002\n(cfs) 0.001\nFlow\n0.001\n0.001\n0.001\n0.001\n0.000\n0.000\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p276.5", "order": 5, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p276.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p276.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 552, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 277, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p277.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.72, "r": 565.44, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 110", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p277.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 399.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p277.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p277.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p277.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.8, "r": 552.72, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 278, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p278.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 564.48, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p278.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p278.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 111", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p278.4", "order": 4, "type": "caption", "bbox": { "l": 174, "t": 687.6, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p278.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p278.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p278.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p278.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.207164, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n1\n13\n29\n45\n51\n51\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p278.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.593623, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.31\n94.47\n94.65\n94.79\n94.83\n94.83\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p278.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.785392, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 279, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 26, "items": [ { "id": "p279.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.2, "r": 563.28, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 112", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p279.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p279.3", "order": 3, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p279.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 405.12, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p279.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p279.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p279.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p279.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p279.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p279.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p279.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p279.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p279.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p279.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p279.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p279.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.89\n7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p279.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p279.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p279.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p279.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p279.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p279.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p279.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p279.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p279.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p279.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p279.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p279.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p279.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p279.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p279.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p279.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p279.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p279.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p279.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p279.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p279.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 280, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p280.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 564, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p280.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p280.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.68, "b": 698.88 }, "text": "Page 113", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p280.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.64, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p280.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 669.6, "r": 469.2, "b": 63.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p280.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p280.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p280.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p280.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p280.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p280.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 281, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "header": 2, "heading": 1, "table": 1, "table_cell": 21, "text": 1 }, "build_ms": 6, "items": [ { "id": "p281.1", "order": 1, "type": "header", "bbox": { "l": 366.96, "t": 739.44, "r": 563.04, "b": 710.64 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p281.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738.24, "r": 394.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p281.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 114", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p281.4", "order": 4, "type": "heading", "bbox": { "l": 169.44, "t": 688.08, "r": 452.88, "b": 672.72 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p281.5", "order": 5, "type": "table", "bbox": { "l": 49.44, "t": 670.8, "r": 560.4, "b": 98.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 21, "cells_flagged": 11, "flags": [ { "row": 3, "col": 0, "coverage": 0.5, "text": "Discarded = 0.27 cfs @ 12.40 hrs, Volume= 2,783 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 8, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 9, "col": 0, "coverage": 0.1, "text": "#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed belo…" }, { "row": 10, "col": 0, "coverage": 0, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cub…" }, { "row": 11, "col": 0, "coverage": 0, "text": "90.75 1,150 0 0 95.00 1,150 4,888 4,888" }, { "row": 12, "col": 0, "coverage": 0.2, "text": "Device Routing Invert Outlet Devices" }, { "row": 13, "col": 0, "coverage": 0.56, "text": "#1 Device 3 92.75' 2.5\" Vert. Orifice C= 0.600 Limited to w…" }, { "row": 14, "col": 0, "coverage": 0, "text": "#2 Device 3 94.50' 48.0\" x 48.0\" Horiz. Grate C= 0.600" }, { "row": 15, "col": 0, "coverage": 0.07, "text": "#3 Primary 92.75' 12.0\" Round Culvert L= 7.0' RCP, groove e…" }, { "row": 17, "col": 0, "coverage": 0, "text": "#4 Discarded 90.75' 10.000 in/hr Exfiltration over Surface …" } ] } }, "children": [ { "id": "p281.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 49.44, "t": 670.8, "r": 560.4, "b": 650.3486 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.87\" for 2 YR-F event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p281.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 49.44, "t": 650.3486, "r": 560.4, "b": 629.8971 }, "text": "Inflow = 0.27 cfs @ 12.33 hrs, Volume= 2,783 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p281.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 49.44, "t": 629.8971, "r": 560.4, "b": 609.4457 }, "text": "Outflow = 0.27 cfs @ 12.40 hrs, Volume= 2,783 cf, Atten= 3%, Lag= 4.3 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p281.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 49.44, "t": 609.4457, "r": 560.4, "b": 588.9943 }, "text": "Discarded = 0.27 cfs @ 12.40 hrs, Volume= 2,783 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p281.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 49.44, "t": 588.9943, "r": 560.4, "b": 568.5429 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p281.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 199.417382, "b": 587.184155 }, "text": "Routed to Link 34L : POA 3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p281.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 90.76' @ 12.36 hrs Surf.Area= 1,150 sf Storage= 13 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p281.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 403.081673, "b": 515.184184 }, "text": "Plug-Flow detention time= 0.7 min calculated for 2,783 cf (100% of inflow)\nCenter-of-Mass det. time= 0.7 min ( 860.0 - 859.3 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p281.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 49.44, "t": 466.2857, "r": 560.4, "b": 445.8343 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p281.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 49.44, "t": 445.8343, "r": 560.4, "b": 425.3829 }, "text": "#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 9 }, { "id": "p281.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 49.44, "t": 425.3829, "r": 560.4, "b": 404.9314 }, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 10 }, { "id": "p281.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 49.44, "t": 404.9314, "r": 560.4, "b": 384.48 }, "text": "90.75 1,150 0 0 95.00 1,150 4,888 4,888", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 11 }, { "id": "p281.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 49.44, "t": 384.48, "r": 560.4, "b": 364.0286 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 12 }, { "id": "p281.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 49.44, "t": 364.0286, "r": 560.4, "b": 343.5771 }, "text": "#1 Device 3 92.75' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 13 }, { "id": "p281.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 49.44, "t": 343.5771, "r": 560.4, "b": 323.1257 }, "text": "#2 Device 3 94.50' 48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 14 }, { "id": "p281.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 49.44, "t": 323.1257, "r": 560.4, "b": 302.6743 }, "text": "#3 Primary 92.75' 12.0\" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 15 }, { "id": "p281.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 220.680155, "t": 327.510058, "r": 509.362546, "b": 305.424268 }, "text": "Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143'/' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p281.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 49.44, "t": 261.7714, "r": 560.4, "b": 241.32 }, "text": "#4 Discarded 90.75' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 }, { "id": "p281.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.27 cfs @ 12.40 hrs HW=90.76' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.27 cfs)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p281.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 478.165806, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\n3=Culvert ( Controls 0.00 cfs)\n1=Orifice ( Controls 0.00 cfs)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p281.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 73.199957, "t": 150.28087000000005, "r": 242.36401, "b": 140.18433400000004 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 20 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 282, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p282.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.72, "r": 564, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 115", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p282.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p282.3", "order": 3, "type": "caption", "bbox": { "l": 209.04, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p282.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 674.16, "r": 552, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.27 cfs Inflow\nOutflow\n0.27 cfs Discarded\n0.3 0.27 cfs Inflow Area=38,333 sf Primary\n0.28 Peak Elev=90.76'\n0.26\nStorage=13 cf\n0.24\n0.22\n0.2\n0.18\n(cfs) 0.16\nFlow\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p282.5", "order": 5, "type": "caption", "bbox": { "l": 208.56, "t": 381.84, "r": 410.64, "b": 367.92 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p282.6", "order": 6, "type": "figure", "bbox": { "l": 64.08, "t": 360.72, "r": 551.52, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 283, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 3 }, "build_ms": 0, "items": [ { "id": "p283.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 564, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p283.2", "order": 2, "type": "header", "bbox": { "l": 441.84, "t": 738.96, "r": 566.16, "b": 699.6 }, "text": "2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 116", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p283.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 397.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p283.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 673.2 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p283.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p283.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 662.88, "r": 550.56, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 284, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7, "text": 1 }, "build_ms": 18, "items": [ { "id": "p284.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p284.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 388.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p284.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 117", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p284.4", "order": 4, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p284.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 664.8, "r": 444.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p284.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p284.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p284.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n1\n1\n4\n4\n2\n1\n1\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p284.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p284.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p284.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p284.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 285, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 27, "items": [ { "id": "p285.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.2, "r": 562.56, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 118", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p285.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p285.3", "order": 3, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p285.4", "order": 4, "type": "table", "bbox": { "l": 54.96, "t": 664.08, "r": 506.64, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p285.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p285.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p285.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p285.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p285.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p285.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p285.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p285.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 286, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 14, "items": [ { "id": "p286.1", "order": 1, "type": "header", "bbox": { "l": 366.48, "t": 738.96, "r": 563.76, "b": 705.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p286.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p286.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 119", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p286.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.16, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p286.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 664.56, "r": 469.2, "b": 61.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p286.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p286.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p286.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p286.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p286.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p286.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 287, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 60, "text": 2 }, "build_ms": 13, "items": [ { "id": "p287.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.68, "r": 564.96, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 120", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p287.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p287.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 465.12, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p287.4", "order": 4, "type": "text", "bbox": { "l": 47.76, "t": 663.6, "r": 536.16, "b": 523.2 }, "text": "Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.66 cfs @ 12.12 hrs, Volume= 2,624 cf\nOutflow = 0.19 cfs @ 12.40 hrs, Volume= 2,620 cf, Atten= 71%, Lag= 16.6 min\nPrimary = 0.19 cfs @ 12.40 hrs, Volume= 2,620 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.81' @ 12.40 hrs Surf.Area= 9,225 sf Storage= 870 cf\n\nPlug-Flow detention time= 106.5 min calculated for 2,620 cf (100% of inflow)\nCenter-of-Mass det. time= 105.8 min ( 860.2 - 754.4 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p287.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 516.48, "r": 557.28, "b": 237.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 42, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.2, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf …" }, { "row": 2, "col": 3, "coverage": 0.27, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,5…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p287.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p287.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p287.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p287.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p287.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p287.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p287.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p287.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.2, "t": 496.56, "r": 557.28, "b": 476.64 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p287.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p287.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p287.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p287.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.2, "t": 476.64, "r": 557.28, "b": 456.72 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p287.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p287.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p287.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p287.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.2, "t": 456.72, "r": 557.28, "b": 436.8 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p287.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 436.8, "r": 153.12, "b": 416.88 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p287.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.12, "t": 436.8, "r": 254.16, "b": 416.88 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p287.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p287.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p287.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.463499, "b": 377.424239 }, "text": "Elevation (feet)\n93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p287.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.939068, "b": 377.424239 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p287.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 216.482589, "t": 413.430024, "r": 270.296123, "b": 377.424239 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p287.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957943, "t": 413.430024, "r": 354.946977, "b": 377.424239 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p287.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p287.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p287.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p287.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p287.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.463499, "b": 315.504264 }, "text": "Elevation (feet)\n94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p287.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.939068, "b": 315.504264 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p287.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 315.504264 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p287.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 315.504264 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p287.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p287.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p287.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p287.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p287.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.463499, "b": 253.584289 }, "text": "Elevation (feet)\n94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p287.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.939068, "b": 253.584289 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p287.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 253.584289 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p287.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 300.957621, "t": 289.590073, "r": 354.946655, "b": 253.584289 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p287.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p287.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p287.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p287.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 } ], "reading_order": 4 }, { "id": "p287.6", "order": 50, "type": "table", "bbox": { "l": 52.32, "t": 228.96, "r": 555.6, "b": 126.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p287.6.1", "order": 51, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p287.6.2", "order": 52, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p287.6.3", "order": 53, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p287.6.4", "order": 54, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p287.6.5", "order": 55, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p287.6.6", "order": 56, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p287.6.7", "order": 57, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p287.6.8", "order": 58, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p287.6.9", "order": 59, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p287.6.10", "order": 60, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p287.6.11", "order": 61, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p287.6.12", "order": 62, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p287.6.13", "order": 63, "type": "table_cell", "bbox": { "l": 52.32, "t": 152.1, "r": 178.14, "b": 126.48 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p287.6.14", "order": 64, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p287.6.15", "order": 65, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p287.6.16", "order": 66, "type": "table_cell", "bbox": { "l": 429.78, "t": 152.1, "r": 555.6, "b": 126.48 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p287.7", "order": 67, "type": "text", "bbox": { "l": 52.32, "t": 121.2, "r": 493.92, "b": 69.6 }, "text": "Primary OutFlow Max=0.19 cfs @ 12.40 hrs HW=94.81' TW=91.87' (Dynamic Tailwater)\n3=Culvert (Passes 0.19 cfs of 6.46 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.58 fps)\n2=Grate (Weir Controls 0.04 cfs @ 0.29 fps)", "reading_order": 6 } ] }, { "document_id": 12617, "page": 288, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 2, "header": 3, "text": 2 }, "build_ms": 0, "items": [ { "id": "p288.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.44, "r": 564.48, "b": 703.92 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 121", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p288.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 402, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p288.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.6, "r": 559.68, "b": 698.88 }, "text": "Page 121", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p288.4", "order": 4, "type": "figure", "bbox": { "l": 50.4, "t": 682.32, "r": 561.84, "b": 600.96 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p288.4.1", "order": 5, "type": "text", "bbox": { "l": 56.4, "t": 675.6, "r": 284.16, "b": 640.08 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "reading_order": 0 }, { "id": "p288.4.2", "order": 6, "type": "text", "bbox": { "l": 228.72, "t": 616.8, "r": 265.92, "b": 604.32 }, "text": "Culvert", "reading_order": 1 } ], "reading_order": 3 }, { "id": "p288.5", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 571.68, "r": 556.08, "b": 302.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.66 cfs Primary\n0.7\nInflow Area=8,276 sf\n0.65\nPeak Elev=94.81'\n0.6\n0.55\nStorage=870 cf\n0.5\n0.45\n(cfs) 0.4\nFlow\n0.35\n0.3\n0.25 0.19 cfs\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 289, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p289.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 565.44, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 122", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p289.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p289.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p289.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.76, "r": 553.2, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p289.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p289.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p289.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.8, "r": 553.2, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 290, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p290.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 564, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 123", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p290.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 384.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p290.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p290.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p290.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p290.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.38\n0.04\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p290.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n7\n44\n78\n109\n150\n458\n545\n229\n135\n109\n98\n89\n50\n34\n26\n21\n17\n15\n13\n11\n10\n9\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p290.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.84\n93.86\n93.89\n93.92\n94.17\n94.24\n93.99\n93.91\n93.89\n93.88\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p290.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 291, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 16, "items": [ { "id": "p291.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.68, "r": 564.24, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p291.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p291.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 124", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p291.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p291.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.64, "r": 401.28, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p291.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p291.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p291.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p291.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p291.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p291.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 292, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p292.1", "order": 1, "type": "header", "bbox": { "l": 366.72, "t": 739.68, "r": 562.8, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p292.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p292.3", "order": 3, "type": "header", "bbox": { "l": 463.2, "t": 724.32, "r": 560.64, "b": 699.6 }, "text": "Printed 12/19/2025\nPage 125", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p292.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p292.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p292.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p292.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p292.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p292.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p292.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p292.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 293, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 15, "items": [ { "id": "p293.1", "order": 1, "type": "header", "bbox": { "l": 362.88, "t": 739.68, "r": 564.72, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 126", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p293.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p293.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p293.4", "order": 4, "type": "text", "bbox": { "l": 48.24, "t": 663.6, "r": 536.4, "b": 523.44 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.70 cfs @ 12.12 hrs, Volume= 2,762 cf\nOutflow = 0.27 cfs @ 12.33 hrs, Volume= 2,759 cf, Atten= 61%, Lag= 12.3 min\nPrimary = 0.27 cfs @ 12.33 hrs, Volume= 2,759 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.82' @ 12.33 hrs Surf.Area= 8,889 sf Storage= 866 cf\n\nPlug-Flow detention time= 99.5 min calculated for 2,758 cf (100% of inflow)\nCenter-of-Mass det. time= 98.9 min ( 853.3 - 754.4 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p293.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 517.2, "r": 557.52, "b": 237.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p293.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p293.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p293.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p293.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p293.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p293.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, 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120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p293.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p293.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.344, "t": 457.2857, "r": 557.52, "b": 437.3143 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p293.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.3143, "r": 153.168, "b": 417.3429 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p293.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.3143, "r": 254.256, "b": 417.3429 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p293.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p293.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p293.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p293.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p293.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p293.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p293.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, 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1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p293.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p293.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p293.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p293.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", 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74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p293.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p293.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p293.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p293.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p293.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p293.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p293.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { 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"table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p293.6.3", "order": 65, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p293.6.4", "order": 66, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p293.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p293.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p293.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p293.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p293.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p293.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p293.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p293.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p293.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.46, "r": 177.9, "b": 126.96 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p293.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p293.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p293.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.46, "r": 555.36, "b": 126.96 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p293.7", "order": 79, "type": "footnote", "bbox": { "l": 52.32, "t": 121.44, "r": 494.4, "b": 69.84 }, "text": "Primary OutFlow Max=0.27 cfs @ 12.33 hrs HW=94.82' TW=90.76' (Dynamic Tailwater)\n3=Culvert (Passes 0.27 cfs of 7.17 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.60 fps)\n2=Grate (Weir Controls 0.12 cfs @ 0.43 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 294, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 2, "footer": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p294.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 563.28, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 127", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p294.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p294.3", "order": 3, "type": "figure", "bbox": { "l": 50.88, "t": 680.64, "r": 559.92, "b": 605.04 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nCulvert" }, "children": [ { "id": "p294.3.1", "order": 4, "type": "text", "bbox": { "l": 72.48, "t": 653.76, "r": 264.72, "b": 642.72 }, "text": "Pond 13P. PERVIOUS PAVEMENT 3B", "reading_order": 0 } ], "reading_order": 2 }, { "id": "p294.4", "order": 5, "type": "caption", "bbox": { "l": 196.56, "t": 589.92, "r": 423.12, "b": 575.04 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p294.5", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 568.56, "r": 556.08, "b": 304.56 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n0.70 cfs Primary\n0.75\n0.7 Inflow Area=8,712 sf\nPeak Elev=94.82'\n0.65\n0.6\n0.55 Storage=866 cf\n0.5\n0.45\n(cfs)\n0.4\nFlow 0.35\n0.27 cfs\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 4 }, { "id": "p294.6", "order": 7, "type": "footer", "bbox": { "l": 506.88, "t": 546.96, "r": 547.2, "b": 527.28 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 }, { "id": "p294.7", "order": 8, "type": "footnote", "bbox": { "l": 83.04, "t": 323.28, "r": 479.04, "b": 303.6 }, "text": "24681012141618202224262830323436384042444648505254565860626466687072Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 295, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p295.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 565.44, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 128", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p295.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p295.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 672.96 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p295.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.44, "r": 552.96, "b": 397.44 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p295.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p295.6", "order": 6, "type": "caption", "bbox": { "l": 237.36, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p295.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360, "r": 552.24, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 296, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p296.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 564, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 129", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p296.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 384.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p296.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p296.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p296.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p296.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.40\n0.04\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p296.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n7\n45\n79\n109\n150\n473\n529\n222\n131\n107\n96\n88\n48\n33\n24\n19\n16\n14\n12\n11\n10\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p296.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.84\n93.87\n93.89\n93.93\n94.20\n94.25\n93.99\n93.91\n93.89\n93.88\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p296.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 297, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p297.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 563.28, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 130", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p297.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p297.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.48 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p297.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 662.88, "r": 400.08, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p297.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p297.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p297.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p297.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p297.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p297.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 298, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 16, "items": [ { "id": "p298.1", "order": 1, "type": "header", "bbox": { "l": 366.72, "t": 739.68, "r": 563.04, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p298.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p298.3", "order": 3, "type": "header", "bbox": { "l": 463.2, "t": 724.8, "r": 560.64, "b": 699.6 }, "text": "Printed 12/19/2025\nPage 131", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p298.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p298.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p298.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p298.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p298.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p298.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p298.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p298.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 299, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 70, "counts_by_type": { "heading": 1, "table": 3, "table_cell": 63, "text": 2, "title": 1 }, "build_ms": 13, "items": [ { "id": "p299.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.2, "r": 562.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 132", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p299.2", "order": 2, "type": "heading", "bbox": { "l": 165.84, "t": 688.08, "r": 456.72, "b": 672.48 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p299.3", "order": 3, "type": "table", "bbox": { "l": 51.12, "t": 661.44, "r": 537.36, "b": 586.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 0, "col": 2, "coverage": 0.5, "text": "30.65% Impervious," } ] } }, "children": [ { "id": "p299.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p299.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "27,007 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p299.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 245.616, "t": 661.44, "r": 342.864, "b": 648.96 }, "text": "30.65% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p299.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 342.864, "t": 661.44, "r": 440.112, "b": 648.96 }, "text": "Inflow Depth > 1.18\"", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p299.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 424.467605, "t": 657.2699259999999, "r": 506.096041, "b": 647.184131 }, "text": "for 2 YR-F event", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p299.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p299.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "0.19 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p299.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.40 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p299.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 342.864, "t": 648.96, "r": 440.112, "b": 636.48 }, "text": "Volume= 2,652 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p299.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 440.112, "t": 648.96, "r": 537.36, "b": 636.48 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p299.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p299.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.09 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p299.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "14.27 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p299.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 342.864, "t": 636.48, "r": 440.112, "b": 624 }, "text": "Volume= 2,652 cf", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p299.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 440.112, "t": 636.48, "r": 537.36, "b": 624 }, "text": "Atten= 54%, Lag= 112.4 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p299.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p299.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.09 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p299.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "14.27 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p299.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 342.864, "t": 624, "r": 440.112, "b": 611.52 }, "text": "Volume= 2,652 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p299.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 440.112, "t": 624, "r": 537.36, "b": 611.52 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p299.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 199.417382, "b": 587.184155 }, "text": "Primary =\nRouted to Link 33L : POA 2", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p299.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p299.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 212.399634, "t": 609.269945, "r": 253.897136, "b": 599.18415 }, "text": "0.00 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p299.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 342.864, "t": 611.52, "r": 440.112, "b": 599.04 }, "text": "Volume= 0 cf", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p299.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 440.112, "t": 611.52, "r": 537.36, "b": 599.04 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 24 } ], "reading_order": 2 }, { "id": "p299.4", "order": 29, "type": "text", "bbox": { "l": 50.64, "t": 576.48, "r": 408.96, "b": 549.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.28' @ 14.27 hrs Surf.Area= 777 sf Storage= 408 cf", "reading_order": 3 }, { "id": "p299.5", "order": 30, "type": "text", "bbox": { "l": 50.88, "t": 540.72, "r": 410.88, "b": 513.6 }, "text": "Plug-Flow detention time=36.2 min calculated for 2,652 cf (100% of inflow) Center-of-Mass det. time=36.2 min (902.5 - 866.3)", "reading_order": 4 }, { "id": "p299.6", "order": 31, "type": "table", "bbox": { "l": 50.64, "t": 504, "r": 560.16, "b": 158.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p299.6.1", "order": 32, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p299.6.2", "order": 33, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p299.6.3", "order": 34, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p299.6.4", "order": 35, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p299.6.5", "order": 36, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p299.6.6", "order": 37, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "91.65'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p299.6.7", "order": 38, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,378 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p299.6.8", "order": 39, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p299.6.9", "order": 40, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p299.6.10", "order": 41, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 379.344238 }, "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p299.6.11", "order": 42, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 379.344238 }, "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p299.6.12", "order": 43, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.82856, "b": 379.344238 }, "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p299.6.13", "order": 44, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 379.344238 }, "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p299.6.14", "order": 45, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 131.159638, "b": 329.424258 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p299.6.15", "order": 46, "type": "table_cell", "bbox": { "l": 98.393254, "t": 365.430043, "r": 135.337251, "b": 355.344248 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p299.6.16", "order": 47, "type": "table_cell", "bbox": { "l": 182.154172, "t": 365.430043, "r": 208.96698, "b": 355.344248 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p299.6.17", "order": 48, "type": "table_cell", "bbox": { "l": 220.674561, "t": 365.430043, "r": 290.381429, "b": 355.344248 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p299.6.18", "order": 49, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 82.24154, "b": 341.424253 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p299.6.19", "order": 50, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 140.100814, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p299.6.20", "order": 51, "type": "table_cell", "bbox": { "l": 180.353475, "t": 315.510063, "r": 209.224683, "b": 305.424268 }, "text": "93.65'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p299.6.21", "order": 52, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.510048, "r": 520.31863, "b": 341.304253 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p299.6.22", "order": 53, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p299.6.23", "order": 54, "type": "table_cell", "bbox": { "l": 53.999993, "t": 365.430043, "r": 86.762864, "b": 305.424268 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p299.6.24", "order": 55, "type": "table_cell", "bbox": { "l": 180.350366, "t": 339.510053, "r": 209.221574, "b": 329.424258 }, "text": "94.70'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p299.6.25", "order": 56, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p299.6.26", "order": 57, "type": "table_cell", "bbox": { "l": 50.64, "t": 250.384, "r": 152.544, "b": 227.328 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p299.6.27", "order": 58, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 135.319322, "b": 305.424268 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p299.6.28", "order": 59, "type": "table_cell", "bbox": { "l": 180.350366, "t": 351.510048, "r": 209.221574, "b": 341.424253 }, "text": "93.65'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p299.6.29", "order": 60, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 269.42428199999995 }, "text": "12.0\" Round Culvert\\nL= 17.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p299.6.30", "order": 61, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p299.6.31", "order": 62, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p299.6.32", "order": 63, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "91.65'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p299.6.33", "order": 64, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 509.057474, "b": 257.30428700000004 }, "text": "4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p299.6.34", "order": 65, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.09 cfs @ 14.27 hrs HW=92.28' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.09 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p299.6.35", "order": 66, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)\\n3=Culvert ( Controls 0.00 cfs)\\n1=Orifice ( Controls 0.00 cfs)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 5 }, { "id": "p299.7", "order": 67, "type": "table", "bbox": { "l": 56.4, "t": 140.4, "r": 559.92, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 1, "flags": [ { "row": 0, "col": 1, "coverage": 0.5, "text": "Grate\\nCurvient" } ] } }, "children": [ { "id": "p299.7.1", "order": 68, "type": "table_cell", "bbox": { "l": 73.199546, "t": 114.28088400000001, "r": 248.324384, "b": 104.184348 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p299.7.2", "order": 69, "type": "table_cell", "bbox": { "l": 308.16, "t": 140.4, "r": 559.92, "b": 100.56 }, "text": "Grate\\nCurvient", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p299.7.3", "order": 70, "type": "table_cell", "bbox": { "l": 294.719882, "t": 73.59015999999997, "r": 344.764739, "b": 63.50436500000001 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 300, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p300.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 564, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 133", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p300.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p300.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p300.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 672, "r": 552, "b": 401.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.19 cfs Inflow\nOutflow\nDiscarded\nInflow Area=27,007 sf Primary\n0.21\nPeak Elev=92.28'\n0.2\n0.19\n0.17 Storage=408 cf\n0.18\n0.16\n0.15\n0.14\n0.13\n0.09 cfs\n(cfs) 0.09 cfs\n0.12\n0.11\nFlow 0.09\n0.1\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.00 cfs\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p300.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p300.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 360.72, "r": 551.28, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 301, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p301.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.72, "r": 565.44, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 134", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p301.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p301.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p301.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p301.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 662.88, "r": 553.2, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 302, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 25, "items": [ { "id": "p302.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 563.52, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 135", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p302.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 389.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p302.3", "order": 3, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p302.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 665.76, "r": 444.48, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p302.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p302.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.09\n0.10\n0.05\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p302.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.411232, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n1\n1\n2\n17\n405\n293\n4\n1\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p302.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592346, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.68\n92.28\n92.13\n91.66\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p302.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784115, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.06\n0.09\n0.08\n0.04\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p302.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.181229, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.06\n0.09\n0.08\n0.04\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p302.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 303, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 17, "items": [ { "id": "p303.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.44, "r": 563.04, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 136", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p303.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 737.76, "r": 385.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p303.3", "order": 3, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p303.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 665.04, "r": 507.6, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p303.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p303.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p303.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p303.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p303.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p303.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p303.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p303.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 304, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p304.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 563.28, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 137", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p304.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p304.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p304.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 661.44, "r": 256.08, "b": 60 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p304.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p304.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p304.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p304.5", "order": 8, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p304.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p304.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p304.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 305, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 32, "text": 5 }, "build_ms": 8, "items": [ { "id": "p305.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 565.2, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 138", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p305.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 391.2, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p305.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 456.24, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p305.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.96, "r": 537.6, "b": 601.2 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.05\" for 2 YR-F event\nInflow = 0.00 cfs @ 17.07 hrs, Volume = 124 cf\nOutflow = 0.00 cfs @ 24.11 hrs, Volume = 24 cf, Atten = 22%, Lag = 422.8 min\nPrimary = 0.00 cfs @ 24.11 hrs, Volume = 24 cf\nRouted to Pond 8P : INFIL TRATION BASIN 3", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p305.5", "order": 5, "type": "text", "bbox": { "l": 47.28, "t": 589.2, "r": 544.8, "b": 522 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.84' @ 24.11 hrs Surf.Area= 338 sf Storage= 112 cf\n\nPlug-Flow detention time= 619.1 min calculated for 24 cf (20% of inflow)\nCenter-of-Mass det. time= 379.1 min ( 1,538.6 - 1,159.5 )", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p305.6", "order": 6, "type": "table", "bbox": { "l": 51.36, "t": 517.68, "r": 559.68, "b": 238.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p305.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p305.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p305.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p305.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p305.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p305.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p305.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p305.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p305.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p305.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p305.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p305.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p305.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p305.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p305.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p305.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p305.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p305.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p305.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p305.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p305.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p305.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p305.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p305.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p305.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p305.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 365.304244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p305.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 458.016, "t": 314.5091, "r": 559.68, "b": 289.1127 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p305.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 51.36, "t": 289.1127, "r": 153.024, "b": 263.7164 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p305.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p305.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p305.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\n L = 11.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 90.80' / 90.75' $ S = 0.0045' /' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 sf $", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p305.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.00 cfs @ 24.11 hrs HW=93.84' TW=90.75' (Dynamic Tailwater)\\n3=Culvert (Passes 0.00 cfs of 7.45 cfs potential flow)\\n1=Orifice (Orifice Controls 0.00 cfs @ 0.66 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 31 } ], "reading_order": 5 }, { "id": "p305.7", "order": 39, "type": "figure", "bbox": { "l": 52.56, "t": 222.48, "r": 384.72, "b": 189.12 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p305.7.1", "order": 40, "type": "text", "bbox": { "l": 333.36, "t": 220.32, "r": 384.24, "b": 190.8 }, "text": "Grate\nOrifice", "reading_order": 0 }, { "id": "p305.7.2", "order": 41, "type": "text", "bbox": { "l": 71.76, "t": 200.4, "r": 249.6, "b": 189.84 }, "text": "Pond 42P · BIORENTION BASIN 3A", "reading_order": 1 } ], "reading_order": 6 }, { "id": "p305.8", "order": 42, "type": "figure", "bbox": { "l": 329.28, "t": 168, "r": 559.2, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p305.8.1", "order": 43, "type": "text", "bbox": { "l": 329.52, "t": 159.12, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 306, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p306.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.72, "r": 565.68, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 139", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p306.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p306.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.48, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p306.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 665.04, "r": 553.68, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.004 0.00 cfs Primary\nInflow Area=29,621 sf\n0.004\n0.004\nPeak Elev=93.84'\n0.003\n0.003\n0.00 cfs\nStorage=112 cf\n0.003\n0.003\n0.003\n0.002\n(cfs) 0.002\n0.002\nFlow 0.002\n0.002\n0.001\n0.001\n0.001\n0.001\n0.001\n0.000\n0.000\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p306.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p306.6", "order": 6, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 551.52, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 307, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p307.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.72, "r": 565.44, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 140", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p307.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 400.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p307.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p307.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p307.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.32, "r": 553.2, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 308, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p308.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p308.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.28, "r": 385.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p308.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 141", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p308.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 452.16, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p308.5", "order": 5, "type": "table", "bbox": { "l": 53.76, "t": 663.6, "r": 330.24, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p308.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p308.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p308.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.411033, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n1\n19\n45\n70\n96\n112\n104\n102\n101\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n99", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p308.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592147, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.31\n93.47\n93.60\n93.70\n93.79\n93.84\n93.82\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p308.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.783915, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 309, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p309.1", "order": 1, "type": "header", "bbox": { "l": 362.88, "t": 739.2, "r": 563.28, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 142", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p309.2", "order": 2, "type": "header", "bbox": { "l": 49.44, "t": 737.76, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p309.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.6, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p309.4", "order": 4, "type": "table", "bbox": { "l": 56.16, "t": 662.64, "r": 405.36, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p309.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p309.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p309.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p309.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p309.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p309.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p309.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p309.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p309.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p309.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p309.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p309.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p309.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p309.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p309.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p309.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p309.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p309.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p309.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p309.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p309.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p309.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p309.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p309.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p309.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p309.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p309.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p309.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p309.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p309.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p309.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p309.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p309.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 310, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p310.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 564.48, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 143", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p310.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p310.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p310.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 672.72, "r": 469.68, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p310.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p310.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p310.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p310.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p310.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p310.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 311, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p311.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 565.2, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 144", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p311.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p311.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p311.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660, "r": 517.92, "b": 621.84 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.00\" for 2 YR-F event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p311.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.6 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p311.6", "order": 6, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p311.7", "order": 7, "type": "figure", "bbox": { "l": 61.2, "t": 507.36, "r": 552.48, "b": 232.56 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=73,567 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 }, { "id": "p311.8", "order": 8, "type": "footnote", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p311.9", "order": 9, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p311.10", "order": 10, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 312, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 28, "items": [ { "id": "p312.1", "order": 1, "type": "header", "bbox": { "l": 453.84, "t": 739.2, "r": 563.04, "b": 699.6 }, "text": "? YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 145", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p312.2", "order": 2, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 563.52, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p312.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 386.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p312.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p312.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p312.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p312.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p312.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p312.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p312.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p312.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p312.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p312.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p312.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 313, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p313.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.72, "r": 565.2, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 146", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p313.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p313.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p313.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 517.92, "b": 621.84 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00\" for 2 YR-F event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p313.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p313.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p313.7", "order": 7, "type": "figure", "bbox": { "l": 61.2, "t": 506.4, "r": 552.48, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=27,007 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p313.7.1", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p313.8", "order": 9, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 }, { "id": "p313.9", "order": 10, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p313.10", "order": 11, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 314, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 26, "items": [ { "id": "p314.1", "order": 1, "type": "header", "bbox": { "l": 456.48, "t": 739.2, "r": 563.04, "b": 699.84 }, "text": "YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 147", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p314.2", "order": 2, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 563.52, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p314.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 386.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p314.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p314.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p314.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p314.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p314.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p314.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p314.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.12, "r": 469.2, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p314.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p314.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p314.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p314.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 315, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p315.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 563.28, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 148", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p315.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p315.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.12, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p315.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 659.76, "r": 517.68, "b": 621.84 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00\" for 2 YR-F event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p315.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p315.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p315.7", "order": 7, "type": "figure", "bbox": { "l": 61.2, "t": 506.16, "r": 552.48, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=38,333 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p315.7.1", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p315.8", "order": 9, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 }, { "id": "p315.9", "order": 10, "type": "footnote", "bbox": { "l": 65.04, "t": 384, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p315.10", "order": 11, "type": "footnote", "bbox": { "l": 84.96, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 316, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p316.1", "order": 1, "type": "header", "bbox": { "l": 451.2, "t": 739.2, "r": 563.28, "b": 699.84 }, "text": "2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 149", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p316.2", "order": 2, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 563.52, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p316.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p316.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.72 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p316.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p316.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p316.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p316.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p316.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p316.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.36, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p316.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p316.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p316.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p316.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 317, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 3, "counts_by_type": { "footer": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p317.1", "order": 1, "type": "text", "bbox": { "l": 104.64, "t": 688.08, "r": 508.08, "b": 650.4 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p317.2", "order": 2, "type": "text", "bbox": { "l": 48.72, "t": 665.76, "r": 558.24, "b": 73.68 }, "text": "Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method\n\nSubcatchment2S: DA-P1 PERVOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.06 cfs 1,255 cf\n\nSubcatchment3S: DA-P3 PERVOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.04 cfs 700 cf\n\nSubcatchment4S: DA-P2 PERVOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.02 cfs 442 cf\n\nSubcatchment6S: DA-P3 IMPERVOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.93 cfs 3,734 cf\n\nSubcatchment7S: DA-P2 IMPERVOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.89 cfs 3,547 cf\n\nSubcatchment8S: DA-P1 IMPERVOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=2.11 cfs 7,467 cf\n\nSubcatchment14S: LOT 11 Roof Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.39 cfs 1,286 cf\n\nPond 2P: Subsurface Infiltration Basin 1 Peak Elev=87.01' Storage=10 cf Inflow=0.56 cfs 8,501 cf Discarded=0.56 cfs 8,501 cf Primary=0.00 cfs 0 cf Outflow=0.56 cfs 8,501 cf\n\nPond 5P: BIORETENTION BASIN 1A Peak Elev=92.99' Storage=4,482 cf Inflow=2.11 cfs 8,722 cf Outflow=0.23 cfs 7,216 cf\n\nPond 6P: BIORENTION BASIN 2 Peak Elev=94.91' Storage=60 cf Inflow=0.02 cfs 442 cf Outflow=0.02 cfs 396 cf\n\nPond 8P: INFILTRATION BASIN 3 Peak Elev=91.01' Storage=294 cf Inflow=0.67 cfs 4,330 cf Discarded=0.27 cfs 4,330 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 4,330 cf\n\nPond 10P: PERVOUS PAVEMENT 2 Peak Elev=94.84' Storage=966 cf Inflow=0.89 cfs 3,547 cf Outflow=0.56 cfs 3,543 cf\n\nPond 15P: PERVOUS PAVEMENT 3B Peak Elev=94.85' Storage=951 cf Inflow=0.93 cfs 3,734 cf Outflow=0.67 cfs 3,730 cf\n\nPond 33P: INFILTRATION BASIN 2 Peak Elev=92.72' Storage=790 cf Inflow=0.56 cfs 3,938 cf Discarded=0.11 cfs 3,938 cf Primary=0.00 cfs 0 cf Outflow=0.11 cfs 3,938 cf\n\nPond 42P: BIORENTION BASIN 3A Peak Elev=93.92' Storage=141 cf Inflow=0.04 cfs 700 cf Outflow=0.02 cfs 600 cf\n\nLink 32L: POA1 Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf", "attrs": { "block_label": "algorithm" }, "reading_order": 1 }, { "id": "p317.3", "order": 3, "type": "footer", "bbox": { "l": 47.52, "t": 738.72, "r": 561.12, "b": 700.32 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 150", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 318, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p318.1", "order": 1, "type": "text", "bbox": { "l": 56.88, "t": 692.88, "r": 572.64, "b": 588.24 }, "text": "link 33L: POA2\n-ink 34L: POA3\nTotal Runoff Area = 138,907 sf Runoff Volume = 18,430 cf Average Runoff Depth = 1.59\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p318.2", "order": 2, "type": "footer", "bbox": { "l": 47.04, "t": 739.44, "r": 560.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 151", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 319, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p319.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 565.2, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 152", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p319.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 387.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p319.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.6, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p319.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 464.64, "b": 633.6 }, "text": "Runoff = 0.06 cfs @ 13.07 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p319.5", "order": 5, "type": "text", "bbox": { "l": 348, "t": 660, "r": 463.68, "b": 646.32 }, "text": "1,255 cf, Depth= 0.28\"", "reading_order": 4 }, { "id": "p319.6", "order": 6, "type": "text", "bbox": { "l": 50.4, "t": 623.76, "r": 611.76, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p319.7", "order": 7, "type": "figure", "bbox": { "l": 54.24, "t": 595.68, "r": 563.04, "b": 59.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\nRunoff\n0.065 0.06 cfs\nNOAA 24-hr D\n0.06\n10 YR-C Rainfall=5.38\"\n0.055\n0.05\nRunoff Area=1.220 ac\n0.045\nRunoff Volume=1,255 cf\n0.04\n(cfs) 0.035 Runoff Depth=0.28\"\nFlow 0.03 Flow Length=525'\n0.025 Tc=14.2 min\nCN=39/0\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 320, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p320.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.44, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p320.2", "order": 2, "type": "header", "bbox": { "l": 448.56, "t": 739.2, "r": 565.44, "b": 699.36 }, "text": "0 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 153", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p320.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 387.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p320.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p320.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p320.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p320.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p320.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.08\n0.14\n0.18\n0.22\n0.25\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p320.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p320.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.03\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 321, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 5, "items": [ { "id": "p321.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 565.2, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 154", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p321.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 388.56, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p321.3", "order": 3, "type": "title", "bbox": { "l": 159.6, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p321.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.72, "r": 464.4, "b": 633.84 }, "text": "Runoff = 0.04 cfs @ 12.98 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p321.5", "order": 5, "type": "text", "bbox": { "l": 356.4, "t": 660.24, "r": 463.68, "b": 646.56 }, "text": "700 cf, Depth= 0.28\"", "reading_order": 4 }, { "id": "p321.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p321.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.24, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p321.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p321.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p321.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p321.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.680", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p321.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p321.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p321.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.680", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p321.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p321.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p321.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc\\n(min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p321.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length\\n(feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p321.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope\\n(ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p321.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity\\n(ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p321.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 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"id": "p321.9", "order": 49, "type": "caption", "bbox": { "l": 198.48, "t": 349.68, "r": 420.72, "b": 333.84 }, "text": "Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p321.10", "order": 50, "type": "figure", "bbox": { "l": 62.64, "t": 329.04, "r": 556.32, "b": 64.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.038 Runoff\n0.04 cfs\n0.036\n0.034 NOAA 24-hr D\n0.032\n0.03 10 YR-C Rainfall=5.38\"\n0.028\n0.026 Runoff Area=0.680 ac\nRunoff Volume=700 cf\n0.024\n(cfs)\n0.022\nRunoff Depth=0.28\"\n0.02\nFlow\n0.018\n0.016 Flow Length=363'\n0.014\n0.012 Tc=11.5 min\n0.008 CN=39/0\n0.01\n0.006\n0.004\n0.002\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p321.11", "order": 51, "type": "footnote", "bbox": { "l": 92.64, "t": 80.88, "r": 492.24, "b": 61.68 }, "text": "10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 322, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p322.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.44, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p322.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 387.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p322.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.92, "b": 698.88 }, "text": "Page 155", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p322.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p322.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p322.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p322.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p323.7", "order": 7, "type": "table", "bbox": { "l": 53.04, "t": 588.96, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p323.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p323.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p323.7.3", 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547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p323.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p323.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p323.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p323.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p323.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p323.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p323.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, 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D\n0.021\n0.02 10 YR-C Rainfall=5.38\"\n0.019\nRunoff Area=0.430 ac\n0.018\n0.017\n0.015 Runoff Volume=442 cf\n0.016\n(cfs) 0.013 Runoff Depth=0.28\"\n0.014\nFlow 0.011 Flow Length=168'\n0.012\n0.01\n0.009 Slope=0.0300 '/'\n0.008\n0.007 Tc=8.7 min\n0.006\nCN=39/0\n0.005\n0.004\n0.003\n0.002\n0.001\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p323.10", "order": 41, "type": "footer", "bbox": { "l": 355.92, "t": 415.2, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p323.11", "order": 42, "type": "footnote", "bbox": { "l": 93.84, "t": 119.52, "r": 492.96, "b": 98.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 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Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p324.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p324.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p324.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p324.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p324.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.08\n0.14\n0.18\n0.22\n0.25\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p324.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p324.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 325, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 30, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p325.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 564.96, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 158", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p325.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 388.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p325.3", "order": 3, "type": "title", "bbox": { "l": 153.12, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p325.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 309.36, "b": 634.32 }, "text": "Runoff = 0.93 cfs @ 12.12 hrs, Volume=\nRouted to Pond 15P : PERVIOUS PAVEMENT 3B\n3,734 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p325.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660.24, "r": 463.68, "b": 646.56 }, "text": "3,734 cf, Depth= 5.14\"", "reading_order": 4 }, { "id": "p325.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p325.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p325.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p325.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p325.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p325.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.200\n0.200", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p325.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p325.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 282.695343, "b": 547.344171 }, "text": "Paved parking, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p325.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p325.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p325.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p325.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p325.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p325.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p325.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p325.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p325.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p325.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p325.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.4114, "r": 414.2743, "b": 490.8343 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p325.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p325.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p325.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p325.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p325.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p325.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 341.9314, "t": 490.8343, "r": 414.2743, "b": 471.2571 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p325.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p325.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p325.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p325.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 269.5886, "t": 471.2571, "r": 341.9314, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p325.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 341.9314, "t": 471.2571, "r": 414.2743, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p325.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 414.2743, "t": 471.2571, "r": 486.6171, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p325.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 486.6171, "t": 471.2571, "r": 558.96, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p325.8", "order": 38, "type": "text", "bbox": { "l": 343.44, "t": 402.48, "r": 545.76, "b": 390.48 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "reading_order": 7 }, { "id": "p325.9", "order": 39, "type": "caption", "bbox": { "l": 191.76, "t": 372.96, "r": 427.92, "b": 358.32 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p325.10", "order": 40, "type": "figure", "bbox": { "l": 62.16, "t": 353.04, "r": 552.24, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1 0.93 cfs\nNOAA 24-hr D\n10 YR-C Rainfall=5.38\"\nRunoff Area=0.200 ac\nRunoff Volume=3,734 cf\n(cfs) Runoff Depth=5.14\"\nFlow Flow Length=155'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p325.11", "order": 41, "type": "footnote", "bbox": { "l": 83.52, "t": 107.28, "r": 493.2, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 326, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p326.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.44, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p326.2", "order": 2, "type": "header", "bbox": { "l": 458.64, "t": 738.96, "r": 564.96, "b": 699.6 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 159", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p326.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p326.4", "order": 4, "type": "caption", "bbox": { "l": 157.68, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p326.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p326.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p326.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p326.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p326.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p326.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.53\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 327, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 46, "counts_by_type": { "caption": 2, "figure": 1, "header": 3, "table": 1, "table_cell": 35, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p327.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 564.96, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 160", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p327.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 388.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p327.3", "order": 3, "type": "header", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p327.4", "order": 4, "type": "title", "bbox": { "l": 153.36, "t": 687.84, "r": 469.92, "b": 672.48 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p327.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 309.6, "b": 634.32 }, "text": "Runoff = 0.89 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n3,547 cf, Depth= 5.14\"", "reading_order": 4 }, { "id": "p327.6", "order": 6, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.68, "b": 646.56 }, "text": "3,547 cf. Depth= 5.14\"", "reading_order": 5 }, { "id": "p327.7", "order": 7, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 6 }, { "id": "p327.8", "order": 8, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 1, "flags": [ { "row": 5, "col": 0, "coverage": 0, "text": "4 3" } ] } }, "children": [ { "id": "p327.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p327.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p327.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p327.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 52.56, "t": 569.3829, "r": 124.9029, "b": 549.8057 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p327.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p327.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p327.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p327.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p327.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p327.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p327.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p327.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p327.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p327.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 486.6171, "t": 530.2286, "r": 558.96, "b": 510.6514 }, "text": "", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p327.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p327.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p327.8.17", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p327.8.18", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p327.8.19", "order": 27, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.6514, "r": 414.2743, "b": 491.0743 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p327.8.20", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 485.424196 }, "text": "Sheet Flow, Grass: Short n= 0.150 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p327.8.21", "order": 29, "type": "table_cell", "bbox": { "l": 486.6171, "t": 510.6514, "r": 558.96, "b": 491.0743 }, "text": "", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p327.8.22", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p327.8.23", "order": 31, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p327.8.24", "order": 32, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p327.8.25", "order": 33, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p327.8.26", "order": 34, "type": "table_cell", "bbox": { "l": 341.9314, "t": 491.0743, "r": 414.2743, "b": 471.4971 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p327.8.27", "order": 35, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 429.653191, "b": 461.424205 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p327.8.28", "order": 36, "type": "table_cell", "bbox": { "l": 486.6171, "t": 491.0743, "r": 558.96, "b": 471.4971 }, "text": "", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p327.8.29", "order": 37, "type": "table_cell", "bbox": { "l": 52.56, "t": 471.4971, "r": 124.9029, "b": 451.92 }, "text": "4 3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p327.8.30", "order": 38, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p327.8.31", "order": 39, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p327.8.32", "order": 40, "type": "table_cell", "bbox": { "l": 269.5886, "t": 471.4971, "r": 341.9314, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p327.8.33", "order": 41, "type": "table_cell", "bbox": { "l": 341.9314, "t": 471.4971, "r": 414.2743, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, 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"r": 552, "b": 87.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.95 0.89 cfs\n0.9\n0.85 NOAA 24-hr D\n10 YR-C Rainfall=5.38\"\n0.8\n0.75\nRunoff Area=0.190 ac\n0.7\n0.65\n0.6 Runoff Volume=3,547 cf\n(cfs) 0.5 Runoff Depth=5.14\"\n0.55\nFlow Flow Length=172'\n0.45\n0.4\n0.35 Tc=4.3 min\n0.3\n0.25 CN=0/98\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 328, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p328.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.44, "r": 564.48, "b": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p329.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p329.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p329.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p329.7.3", 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547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p329.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p329.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p329.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p329.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p329.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p329.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p329.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, 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"col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p329.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p329.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390.16, "t": 496.4914, "r": 474.56, "b": 478.0457 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p329.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p329.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, "col": 0, 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Depth=5.14\"\nFlow 1 Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98" }, "reading_order": 9 }, { "id": "p329.11", "order": 41, "type": "footnote", "bbox": { "l": 83.28, "t": 119.52, "r": 492.48, "b": 97.68 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 330, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p330.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.44, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p330.2", "order": 2, "type": "header", "bbox": { "l": 458.88, "t": 738.96, "r": 564.72, "b": 699.6 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 163", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p330.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p330.4", "order": 4, "type": "caption", "bbox": { "l": 157.68, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p330.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p330.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p330.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p330.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p330.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p330.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.03\n0.03\n0.05\n0.10\n1.25\n0.11\n0.06\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 331, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 11, "text": 3 }, "build_ms": 2, "items": [ { "id": "p331.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 564, "b": 710.16 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p331.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 386.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p331.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 164", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p331.4", "order": 4, "type": "heading", "bbox": { "l": 171.36, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p331.5", "order": 5, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.39 cfs @ 12.09 hrs, Volume= 1,286 cf, Depth= 5.14\"\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "reading_order": 4 }, { "id": "p331.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p331.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p331.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p331.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p331.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p331.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p331.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p331.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p331.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p331.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p331.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p331.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p331.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 6 }, { "id": "p331.8", "order": 19, "type": "caption", "bbox": { "l": 209.52, "t": 422.88, "r": 408.48, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p331.9", "order": 20, "type": "figure", "bbox": { "l": 62.88, "t": 402.72, "r": 551.28, "b": 137.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.42 Runoff\n0.39 cfs\n0.4\n0.38 NOAA 24-hr D\n0.36\n0.34 10 YR-C Rainfall=5.38\"\n0.32\n0.3 Runoff Area=3,000 sf\n0.28\n0.26 Runoff Volume=1,286 cf\n(cfs) 0.22 Runoff Depth=5.14\"\n0.24\nFlow Flow Length=40'\n0.2\n0.18\nTc=0.3 min\n0.16\n0.14\n0.12 CN=0/98\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 332, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p332.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.2, "r": 564.24, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p332.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 389.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p332.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 698.88 }, "text": "Page 165", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p332.4", "order": 4, "type": "caption", "bbox": { "l": 174.72, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p332.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p332.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p332.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p332.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p332.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p332.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.24\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 333, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "table": 1, "table_cell": 39, "title": 1 }, "build_ms": 7, "items": [ { "id": "p333.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.2, "r": 563.04, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 166", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p333.2", "order": 2, "type": "table", "bbox": { "l": 49.2, "t": 687.6, "r": 560.88, "b": 74.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 20, "n_cols": 4, "integrity": { "cells_checked": 39, "cells_flagged": 3, "flags": [ { "row": 1, "col": 0, "coverage": 0, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = …" }, { "row": 5, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 15, "col": 1, "coverage": 0, "text": "Device 1" } ] } }, "children": [ { "id": "p333.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 151.559939, "t": 684.893782, "r": 471.486585, "b": 673.080619 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p333.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 49.2, "t": 670.0937, "r": 560.88, "b": 652.5874 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 1.39\" for 10 YR-C event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p333.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 49.2, "t": 652.5874, "r": 560.88, "b": 635.0811 }, "text": "Inflow = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p333.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 49.2, "t": 635.0811, "r": 560.88, "b": 617.5749 }, "text": "Outflow = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p333.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 49.2, "t": 617.5749, "r": 560.88, "b": 600.0686 }, "text": "Discarded = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p333.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 49.2, "t": 600.0686, "r": 560.88, "b": 582.5623 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p333.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 196.43699, "b": 587.184155 }, "text": "Routed to Link 32L : POA1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p333.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 10 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p333.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 403.081673, "b": 515.184184 }, "text": "Plug-Flow detention time= 0.3 min calculated for 8,500 cf (100% of inflow)\nCenter-of-Mass det. time= 0.3 min ( 985.5 - 985.2 )", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p333.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 477.264199 }, "text": "Volume\n#1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p333.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 120.356965, "t": 501.269988, "r": 149.228173, "b": 477.264199 }, "text": "Invert\n87.00'", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p333.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 477.264199 }, "text": "Avail.Storage\n4,349 cf", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p333.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 415.262792, "b": 477.144199 }, "text": "Storage Description\n27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p333.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p333.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p333.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p333.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 475.349999, "r": 559.398634, "b": 405.264228 }, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids\nADS N-12 36\" x 20 Inside #1\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n20 Chambers in 5 Rows\n24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p333.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 196.319921, "t": 401.430028, "r": 234.464652, "b": 391.344233 }, "text": "7,536 cf", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p333.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 246.11895, "t": 401.430028, "r": 356.950941, "b": 391.344233 }, "text": "Total Available Storage", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p333.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 68.901577, "t": 377.430038, "r": 293.524508, "b": 367.344243 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 19 }, { "id": "p333.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 131.159638, "b": 305.424268 }, "text": "Device", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p333.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 98.392878, "t": 353.430048, "r": 135.336875, "b": 343.344253 }, "text": "Routing", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p333.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 182.153796, "t": 353.430048, "r": 208.966604, "b": 343.344253 }, "text": "Invert", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p333.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 220.674184, "t": 353.430048, "r": 290.381052, "b": 343.344253 }, "text": "Outlet Devices", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p333.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#1", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p333.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 135.319322, "b": 329.424258 }, "text": "Primary", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p333.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 180.353475, "t": 339.510053, "r": 209.224683, "b": 329.424258 }, "text": "92.59'", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p333.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600\nLimited to weir flow at low heads", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 27 }, { "id": "p333.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 70.319972, "t": 315.510063, "r": 82.24154, "b": 305.424268 }, "text": "#2", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p333.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 177.12, "t": 267.4491, "r": 305.04, "b": 249.9429 }, "text": "Device 1", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p333.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 180.350366, "t": 315.510063, "r": 209.221574, "b": 305.424268 }, "text": "88.00'", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p333.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 269.42428199999995 }, "text": "12.0\" Round Culvert\nL= 119.0' RCP, square edge headwall, Ke= 0.500\nInlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /\" Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p333.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#3", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p333.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p333.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "87.00'", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p333.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 514.81764, "b": 257.30428700000004 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p333.2.37", "order": 39, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.56 cfs @ 12.09 hrs HW=87.01' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.56 cfs)", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p333.2.38", "order": 40, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 173.30432099999996 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)\n1=Grate ( Controls 0.00 cfs)\n2=Culvert ( Controls 0.00 cfs)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p333.2.39", "order": 41, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 38 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 334, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p334.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.68, "r": 563.52, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 167", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p334.2", "order": 2, "type": "header", "bbox": { "l": 48.24, "t": 738, "r": 391.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p334.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.36, "r": 512.16, "b": 672.72 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p334.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 665.76, "r": 543.6, "b": 363.12 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p334.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p334.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 335, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p335.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 564, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 168", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p335.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 396.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p335.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.32, "b": 673.2 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p335.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 668.88, "r": 552, "b": 405.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.56 cfs Inflow\nOutflow\n0.56 cfs Discarded\n0.56 cfs Inflow Area=73,567 sf Primary\n0.6\nPeak Elev=87.01'\n0.55\n0.5 Storage=10 cf\n0.45\n0.4\n(cfs)\n0.35\nFlow\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 3 }, { "id": "p335.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.36, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p335.6", "order": 6, "type": "figure", "bbox": { "l": 63.6, "t": 358.32, "r": 551.76, "b": 94.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 }, { "id": "p335.7", "order": 7, "type": "footnote", "bbox": { "l": 90.48, "t": 419.28, "r": 449.28, "b": 400.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 336, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p336.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 564, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 169", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p336.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 395.04, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p336.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.36, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p336.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p336.5", "order": 5, "type": "figure", "bbox": { "l": 60.96, "t": 662.4, "r": 551.76, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 337, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 14, "items": [ { "id": "p337.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 738.96, "r": 563.76, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 170", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p337.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.52, "r": 388.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p337.3", "order": 3, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p337.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 663.84, "r": 445.2, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p337.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p337.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.39\n0.24\n0.20\n0.16\n0.12\n0.09\n0.07\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p337.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n7\n4\n3\n3\n2\n2\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p337.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.01\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p337.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.38\n0.24\n0.20\n0.16\n0.12\n0.09\n0.07\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p337.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.38\n0.24\n0.20\n0.16\n0.12\n0.09\n0.07\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p337.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 338, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 15, "items": [ { "id": "p338.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.68, "r": 563.04, "b": 706.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p338.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.28, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p338.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 171", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p338.4", "order": 4, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p338.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 660.96, "r": 275.76, "b": 61.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p338.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p338.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p338.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p338.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p338.6", "order": 10, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p338.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p338.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p338.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p338.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 339, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 8, "items": [ { "id": "p339.1", "order": 1, "type": "header", "bbox": { "l": 356.4, "t": 739.44, "r": 562.56, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 172", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p339.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 396.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p339.3", "order": 3, "type": "caption", "bbox": { "l": 134.4, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p339.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 660.96, "r": 257.76, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p339.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p339.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p339.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p339.5", "order": 8, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p339.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p339.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p339.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 340, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 31, "text": 3 }, "build_ms": 7, "items": [ { "id": "p340.1", "order": 1, "type": "header", "bbox": { "l": 363.36, "t": 739.44, "r": 563.28, "b": 700.8 }, "text": "VOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 173", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p340.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 738, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p340.3", "order": 3, "type": "heading", "bbox": { "l": 162, "t": 687.84, "r": 461.28, "b": 672.96 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p340.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 661.44, "r": 531.12, "b": 601.44 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 1.48\" for 10 YR-C event\nInflow = 2.11 cfs @ 12.11 hrs, Volume = 8,722 cf\nOutflow = 0.23 cfs @ 13.24 hrs, Volume = 7,216 cf, Atten = 89%, Lag = 67.8 min\nPrimary = 0.23 cfs @ 13.24 hrs, Volume = 7,216 cf\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p340.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588.24, "r": 410.88, "b": 524.64 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.99' @ 13.24 hrs Surf.Area= 1,500 sf Storage= 4,482 cf\nPlug-Flow detention time= 328.3 min calculated for 7,216 cf (83% of inflow)\nCenter-of-Mass det. time= 241.7 min (1,028.3 - 786.6)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p340.6", "order": 6, "type": "table", "bbox": { "l": 52.08, "t": 514.08, "r": 558.72, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p340.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p340.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p340.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p340.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p340.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p340.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p340.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p340.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p340.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p340.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n90.00\n95.50", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p340.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n1,500\n1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p340.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.890205, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p340.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p340.7", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 415.44, "r": 559.92, "b": 184.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 17, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p340.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 131.159638, "b": 389.424234 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p340.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p340.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p340.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p340.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p340.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p340.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p340.7.8", "order": 28, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p340.7.9", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p340.7.10", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p340.7.11", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p340.7.12", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p340.7.13", "order": 33, "type": "table_cell", "bbox": { "l": 49.44, "t": 299.76, "r": 177.06, "b": 261.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p340.7.14", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p340.7.15", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p340.7.16", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171' /' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p340.7.17", "order": 37, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.23 cfs @ 13.24 hrs HW=92.99' TW=87.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.23 cfs of 10.08 cfs potential flow)\\n1=Orifice (Orifice Controls 0.23 cfs @ 6.61 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p340.7.18", "order": 38, "type": "table_cell", "bbox": { "l": 49.44, "t": 222.64, "r": 559.92, "b": 184.08 }, "text": "", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 6 }, { "id": "p340.8", "order": 39, "type": "text", "bbox": { "l": 220.8, "t": 173.28, "r": 558.96, "b": 158.88 }, "text": "Culvert", "reading_order": 7 } ] }, { "document_id": 12617, "page": 341, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p341.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 565.92, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 174", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p341.2", "order": 2, "type": "header", "bbox": { "l": 54.48, "t": 737.52, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p341.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p341.4", "order": 4, "type": "figure", "bbox": { "l": 61.2, "t": 675.84, "r": 552.96, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.11 cfs Primary\nInflow Area=70,567 sf\n2\nPeak Elev=92.99'\nStorage=4,482 cf\n(cfs)\nFlow 1\n0.23 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p341.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.84, "r": 419.28, "b": 367.68 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p341.6", "order": 6, "type": "caption", "bbox": { "l": 244.32, "t": 361.92, "r": 314.16, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p341.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 342, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p342.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 565.44, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 175", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p342.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p342.3", "order": 3, "type": "caption", "bbox": { "l": 201.12, "t": 687.36, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p342.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p342.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 658.08, "r": 553.2, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 343, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p343.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.44, "r": 564.48, "b": 711.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p343.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 380.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p343.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 176", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p343.4", "order": 4, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p343.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p343.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p343.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.03\n0.03\n0.05\n0.10\n1.25\n0.15\n0.09\n0.06\n0.06\n0.05\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p343.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n35\n184\n401\n716\n1,220\n2,823\n4,360\n3,685\n2,992\n2,433\n2,073\n1,867\n1,638\n1,576\n1,552\n1,539\n1,531\n1,526\n1,522\n1,519\n1,517\n1,515\n1,514\n1,513\n1,512\n1,511\n1,510\n1,510\n1,509\n1,509\n1,508\n1,508\n1,507\n1,507\n1,507\n1,506", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p343.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.02\n90.12\n90.27\n90.48\n90.81\n91.88\n92.91\n92.46\n91.99\n91.62\n91.38\n91.24\n91.09\n91.05\n91.03\n91.03\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p343.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.14\n0.22\n0.19\n0.15\n0.12\n0.09\n0.06\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 344, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p344.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.44, "r": 564.24, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p344.2", "order": 2, "type": "header", "bbox": { "l": 458.88, "t": 738.96, "r": 564.72, "b": 699.6 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 177", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p344.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 390.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p344.4", "order": 4, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p344.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 285.12, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p344.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p344.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p344.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p344.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p344.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p344.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p344.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 345, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 8, "items": [ { "id": "p345.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.2, "r": 563.04, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 178", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p345.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p345.3", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p345.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 256.8, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p345.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p345.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p345.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p345.5", "order": 8, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.44, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p345.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p345.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p345.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 346, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 31, "text": 2 }, "build_ms": 8, "items": [ { "id": "p346.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 565.2, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 179", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p346.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 388.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p346.3", "order": 3, "type": "heading", "bbox": { "l": 169.92, "t": 687.84, "r": 452.64, "b": 672.72 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p346.4", "order": 4, "type": "text", "bbox": { "l": 49.2, "t": 669.36, "r": 538.32, "b": 519.84 }, "text": "Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.28\" for 10 YR-C event\nInflow = 0.02 cfs @ 12.87 hrs, Volume= 442 cf\nOutflow = 0.02 cfs @ 13.41 hrs, Volume= 396 cf, Atten= 15%, Lag= 32.2 min\nPrimary = 0.02 cfs @ 13.41 hrs, Volume= 396 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.91' @ 13.41 hrs Surf.Area= 137 sf Storage= 60 cf\n\nPlug-Flow detention time= 91.4 min calculated for 396 cf (89% of inflow)\nCenter-of-Mass det. time= 47.6 min ( 1,065.9 - 1,018.3 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p346.5", "order": 5, "type": "table", "bbox": { "l": 50.64, "t": 513.269984, "r": 558.72, "b": 186 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p346.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p346.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p346.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p346.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p346.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p346.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p346.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p346.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p346.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p346.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p346.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p346.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p346.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p346.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p346.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p346.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p346.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p346.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p346.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p346.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p346.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p346.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p346.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p346.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p346.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p346.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 50.64, "t": 267.66, "r": 152.256, "b": 240.44 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p346.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p346.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p346.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 30.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p346.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.02 cfs @ 13.41 hrs HW=94.91' TW=92.66' (Dynamic Tailwater)\\n3=Culvert (Passes 0.02 cfs of 6.67 cfs potential flow)\\n1=Orifice (Orifice Controls 0.02 cfs @ 1.11 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 }, { "id": "p346.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 50.64, "t": 213.22, "r": 558.72, "b": 186 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 30 } ], "reading_order": 4 }, { "id": "p346.6", "order": 37, "type": "figure", "bbox": { "l": 124.8, "t": 168.72, "r": 558.72, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p346.6.1", "order": 38, "type": "text", "bbox": { "l": 128.4, "t": 159.12, "r": 164.88, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 347, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p347.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 565.92, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 180", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p347.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p347.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.4, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p347.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 671.52, "r": 552.72, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.025 0.02 cfs Primary\n0.024\n0.023 Inflow Area=18,731 sf\n0.022\n0.02 Peak Elev=94.91'\n0.021 0.02 cfs\n0.019\n0.018 Storage=60 cf\n0.017\n0.016\n0.015\n(cfs)\n0.014\n0.013\nFlow 0.011\n0.012\n0.01\n0.009\n0.008\n0.007\n0.006\n0.005\n0.004\n0.003\n0.002\n0.001\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p347.5", "order": 5, "type": "caption", "bbox": { "l": 207.84, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p347.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p347.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 357.84, "r": 552, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 348, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p348.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 565.68, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 181", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p348.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p348.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p348.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p348.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.56, "r": 552.72, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 349, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p349.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.92, "r": 564.48, "b": 706.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p349.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 378.96, "b": 699.36 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p349.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 182", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p349.4", "order": 4, "type": "caption", "bbox": { "l": 174, "t": 687.6, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p349.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p349.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p349.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p349.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.204598, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n59\n57\n55\n55\n54\n54\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p349.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.90\n94.88\n94.87\n94.86\n94.86\n94.86\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p349.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 350, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p350.1", "order": 1, "type": "header", "bbox": { "l": 355.44, "t": 739.44, "r": 562.8, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 183", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p350.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.76, "r": 390.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p350.3", "order": 3, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p350.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 405.12, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p350.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p350.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p350.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p350.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p350.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p350.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p350.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p350.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p350.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p350.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p350.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p350.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.89\n7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p350.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p350.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p350.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p350.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p350.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p350.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p350.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p350.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p350.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p350.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p350.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p350.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p350.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p350.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p350.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p350.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p350.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p350.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p350.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p350.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p350.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 351, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p351.1", "order": 1, "type": "header", "bbox": { "l": 356.64, "t": 739.2, "r": 564.72, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 184", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p351.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p351.3", "order": 3, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.64, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p351.4", "order": 4, "type": "table", "bbox": { "l": 54.48, "t": 668.4, "r": 469.2, "b": 63.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p351.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p351.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p351.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p351.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p351.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p351.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 352, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 62, "counts_by_type": { "heading": 1, "table": 2, "table_cell": 55, "text": 3, "title": 1 }, "build_ms": 10, "items": [ { "id": "p352.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 563.04, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 185", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p352.2", "order": 2, "type": "heading", "bbox": { "l": 169.44, "t": 688.08, "r": 452.88, "b": 672.72 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p352.3", "order": 3, "type": "table", "bbox": { "l": 51.36, "t": 661.44, "r": 524.16, "b": 586.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 20, "cells_flagged": 5, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "22.73% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 1.36\" for 10 YR-C event" }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 4,330 cf" }, { "row": 3, "col": 3, "coverage": 0, "text": "Volume= 4,330 cf" }, { "row": 4, "col": 3, "coverage": 0, "text": "Volume= 0 cf" } ] } }, "children": [ { "id": "p352.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p352.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "38,333 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p352.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 287.76, "t": 661.44, "r": 405.96, "b": 648.92 }, "text": "22.73% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p352.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 405.96, "t": 661.44, "r": 524.16, "b": 648.92 }, "text": "Inflow Depth = 1.36\" for 10 YR-C event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p352.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p352.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "0.67 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p352.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.19 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p352.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 405.96, "t": 648.92, "r": 524.16, "b": 636.4 }, "text": "Volume= 4,330 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p352.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p352.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.27 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p352.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "12.17 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p352.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 405.96, "t": 636.4, "r": 524.16, "b": 623.88 }, "text": "Volume= 4,330 cf, Atten= 60%, Lag= 0.0 min", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p352.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p352.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.27 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p352.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "12.17 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p352.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 405.96, "t": 623.88, "r": 524.16, "b": 611.36 }, "text": "Volume= 4,330 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p352.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 199.417382, "b": 587.184155 }, "text": "Primary =\nRouted to Link 34L : POA 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p352.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p352.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 212.399634, "t": 609.269945, "r": 253.897136, "b": 599.18415 }, "text": "0.00 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p352.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 405.96, "t": 611.36, "r": 524.16, "b": 598.84 }, "text": "Volume= 0 cf", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 19 } ], "reading_order": 2 }, { "id": "p352.4", "order": 24, "type": "text", "bbox": { "l": 50.88, "t": 576.24, "r": 408.72, "b": 549.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.01' @ 12.50 hrs Surf.Area= 1,150 sf Storage= 294 cf", "reading_order": 3 }, { "id": "p352.5", "order": 25, "type": "text", "bbox": { "l": 50.88, "t": 540.48, "r": 404.88, "b": 513.36 }, "text": "Plug-Flow detention time=3.5 min calculated for 4,330 cf (100% of inflow) Center-of-Mass det. time=3.5 min (875.6 - 872.1)", "reading_order": 4 }, { "id": "p352.6", "order": 26, "type": "table", "bbox": { "l": 50.88, "t": 503.52, "r": 559.44, "b": 195.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p352.6.1", "order": 27, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p352.6.2", "order": 28, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p352.6.3", "order": 29, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p352.6.4", "order": 30, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p352.6.5", "order": 31, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p352.6.6", "order": 32, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p352.6.7", "order": 33, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p352.6.8", "order": 34, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p352.6.9", "order": 35, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p352.6.10", "order": 36, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n90.75\\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p352.6.11", "order": 37, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n1,150\\n1,150", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p352.6.12", "order": 38, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.890205, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p352.6.13", "order": 39, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p352.6.14", "order": 40, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p352.6.15", "order": 41, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p352.6.16", "order": 42, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p352.6.17", "order": 43, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p352.6.18", "order": 44, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p352.6.19", "order": 45, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 140.100814, "b": 365.424244 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p352.6.20", "order": 46, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p352.6.21", "order": 47, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p352.6.22", "order": 48, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p352.6.23", "order": 49, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p352.6.24", "order": 50, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p352.6.25", "order": 51, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p352.6.26", "order": 52, "type": "table_cell", "bbox": { "l": 50.88, "t": 307.5709, "r": 152.592, "b": 279.5782 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p352.6.27", "order": 53, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p352.6.28", "order": 54, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p352.6.29", "order": 55, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 7.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p352.6.30", "order": 56, "type": "table_cell", "bbox": { "l": 70.319972, "t": 303.510068, "r": 82.24154, "b": 293.424273 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p352.6.31", "order": 57, "type": "table_cell", "bbox": { "l": 98.396766, "t": 303.510068, "r": 146.651244, "b": 293.424273 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p352.6.32", "order": 58, "type": "table_cell", "bbox": { "l": 180.346828, "t": 303.510068, "r": 209.218036, "b": 293.424273 }, "text": "90.75'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p352.6.33", "order": 59, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 514.81764, "b": 293.304273 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p352.6.34", "order": 60, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.27 cfs @ 12.17 hrs HW=90.80' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.27 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p352.6.35", "order": 61, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 478.165806, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\\n3=Culvert ( Controls 0.00 cfs)\\n1=Orifice ( Controls 0.00 cfs)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 5 }, { "id": "p352.7", "order": 62, "type": "text", "bbox": { "l": 51.12, "t": 282.96, "r": 562.08, "b": 96.24 }, "text": "Discarded OutFlow Max=0.27 cfs @ 12.17 hrs HW=90.80' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.27 cfs)\nPrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Controls 0.00 cfs)\n1=Orifice (Controls 0.00 cfs)\n2=Grate (Controls 0.00 cfs)\nPond 8P: INFILTRATION BASIN 3\nGrate\nCivilist\nExfiltration", "attrs": { "block_label": "algorithm" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 353, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p353.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 564.24, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 186", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p353.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p353.3", "order": 3, "type": "caption", "bbox": { "l": 209.04, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p353.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 673.44, "r": 551.76, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.67 cfs Inflow\nOutflow\nDiscarded\n0.75 Inflow Area=38,333 sf Primary\nPeak Elev=91.01'\n0.7\n0.65\n0.6 Storage=294 cf\n0.55\n0.5\n0.45\n(cfs) 0.4 0.27 cfs\nFlow\n0.35 0.27 cfs\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p353.5", "order": 5, "type": "caption", "bbox": { "l": 208.56, "t": 381.6, "r": 410.64, "b": 367.92 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p353.6", "order": 6, "type": "figure", "bbox": { "l": 64.08, "t": 360.72, "r": 551.28, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 354, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p354.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 565.68, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 187", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p354.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p354.3", "order": 3, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 673.2 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p354.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p354.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 662.88, "r": 550.8, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 355, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 14, "items": [ { "id": "p355.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 738.96, "r": 563.52, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC\nPage 188", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p355.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 389.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p355.3", "order": 3, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p355.4", "order": 4, "type": "table", "bbox": { "l": 52.08, "t": 665.28, "r": 445.2, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p355.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p355.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.12\n0.13\n0.08\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p355.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n1\n1\n2\n5\n5\n3\n2\n1\n1\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p355.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p355.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.11\n0.13\n0.08\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p355.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.11\n0.13\n0.08\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p355.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 356, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 22, "items": [ { "id": "p356.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 739.2, "r": 562.08, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 189", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p356.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 392.4, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p356.3", "order": 3, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p356.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 664.32, "r": 506.4, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p356.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p356.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p356.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p356.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p356.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p356.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p356.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p356.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 357, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p357.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.68, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p357.2", "order": 2, "type": "header", "bbox": { "l": 456, "t": 739.44, "r": 564, "b": 699.6 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 190", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p357.3", "order": 3, "type": "header", "bbox": { "l": 48.96, "t": 737.76, "r": 386.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p357.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.16, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p357.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 664.8, "r": 469.2, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p357.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p357.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p357.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p357.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p357.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p357.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 358, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 78, "counts_by_type": { "header": 1, "heading": 1, "table": 2, "table_cell": 72, "text": 2 }, "build_ms": 13, "items": [ { "id": "p358.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.96, "r": 563.76, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 191", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p358.2", "order": 2, "type": "heading", "bbox": { "l": 158.4, "t": 687.84, "r": 465.12, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p358.3", "order": 3, "type": "text", "bbox": { "l": 48, "t": 663.6, "r": 527.76, "b": 523.44 }, "text": "Intlow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.89 cfs @ 12.12 hrs, Volume= 3,547 cf\nOutflow = 0.56 cfs @ 12.22 hrs, Volume= 3,543 cf, Atten= 36%, Lag= 5.9 min\nPrimary = 0.56 cfs @ 12.22 hrs, Volume= 3,543 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.84' @ 12.22 hrs Surf.Area= 9,225 sf Storage= 966 cf\n\nPlug-Flow detention time= 92.3 min calculated for 3,542 cf (100% of inflow)\nCenter-of-Mass det. time= 91.8 min ( 840.9 - 749.1 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p358.4", "order": 4, "type": "table", "bbox": { "l": 51.36, "t": 515.76, "r": 558.72, "b": 238.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 2, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf…" }, { "row": 2, "col": 3, "coverage": 0.46, "text": "Surface and Base Course (Prismatic) Listed below (Recalc) 1…" } ] } }, "children": [ { "id": "p358.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p358.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p358.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p358.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p358.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p358.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p358.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p358.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 355.776, "t": 495.9257, "r": 558.72, "b": 476.0914 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p358.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p358.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p358.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p358.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 355.776, "t": 476.0914, "r": 558.72, "b": 456.2571 }, "text": "Surface and Base Course (Prismatic) Listed below (Recalc) 1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p358.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p358.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p358.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p358.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 451.350008, "r": 445.833931, "b": 441.144214 }, "text": "Surface (Prismatic) Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 15 }, { "id": "p358.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 51.36, "t": 436.4229, "r": 152.832, "b": 416.5886 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p358.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 152.832, "t": 436.4229, "r": 254.304, "b": 416.5886 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p358.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p358.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p358.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p358.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p358.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p358.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p358.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p358.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p358.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p358.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p358.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p358.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p358.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p358.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p358.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p358.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p358.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p358.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p358.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p358.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p358.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p358.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p358.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p358.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p358.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p358.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p358.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p358.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p358.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p358.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p358.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p358.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "3,075", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p358.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p358.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p358.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p358.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p358.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p358.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 3 }, { "id": "p358.5", "order": 61, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.36, "b": 126.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p358.5.1", "order": 62, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p358.5.2", "order": 63, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p358.5.3", "order": 64, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p358.5.4", "order": 65, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p358.5.5", "order": 66, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p358.5.6", "order": 67, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p358.5.7", "order": 68, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p358.5.8", "order": 69, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p358.5.9", "order": 70, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p358.5.10", "order": 71, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p358.5.11", "order": 72, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p358.5.12", "order": 73, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p358.5.13", "order": 74, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.46, "r": 177.9, "b": 126.96 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p358.5.14", "order": 75, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p358.5.15", "order": 76, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p358.5.16", "order": 77, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.46, "r": 555.36, "b": 126.96 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p358.6", "order": 78, "type": "text", "bbox": { "l": 52.08, "t": 120.96, "r": 493.68, "b": 69.6 }, "text": "Primary OutFlow Max=0.56 cfs @ 12.22 hrs HW=94.84' TW=92.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.56 cfs of 6.51 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.66 fps)\n2=Grate (Weir Controls 0.41 cfs @ 0.65 fps)", "reading_order": 5 } ] }, { "document_id": 12617, "page": 359, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p359.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.2, "r": 565.2, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 192", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p359.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 406.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p359.3", "order": 3, "type": "figure", "bbox": { "l": 52.08, "t": 680.64, "r": 560.4, "b": 600.96 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "children": [ { "id": "p359.3.1", "order": 4, "type": "text", "bbox": { "l": 54.72, "t": 675.36, "r": 284.16, "b": 640.32 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "reading_order": 0 } ], "reading_order": 2 }, { "id": "p359.4", "order": 5, "type": "figure", "bbox": { "l": 64.08, "t": 570.72, "r": 556.08, "b": 303.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.89 cfs Primary\n0.95\nInflow Area=8,276 sf\n0.9\n0.85\nPeak Elev=94.84'\n0.8\n0.75\nStorage=966 cf\n0.7\n0.65\n0.56 cfs\n0.6\n(cfs)\n0.55\n0.5\nFlow 0.45\n0.4\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 360, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p360.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 564, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 193", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p360.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p360.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 687.84, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p360.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.52, "r": 553.2, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p360.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p360.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p360.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 361, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p361.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.44, "r": 564.48, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p361.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 383.52, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p361.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 194", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p361.4", "order": 4, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p361.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p361.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p361.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.51\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p361.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n15\n67\n103\n135\n183\n614\n609\n288\n160\n126\n114\n103\n55\n36\n27\n21\n18\n15\n13\n12\n11\n10\n9\n8\n7\n7\n7\n6\n6\n5\n5\n5\n5\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p361.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.85\n93.88\n93.91\n93.95\n94.30\n94.30\n94.03\n93.93\n93.90\n93.89\n93.88\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p361.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.10\n0.10\n0.06\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 362, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p362.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 563.76, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 195", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p362.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 393.12, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p362.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p362.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 662.64, "r": 401.28, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p362.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p362.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p362.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p362.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p362.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p362.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 363, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p363.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 562.8, "b": 711.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p363.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p363.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 724.56, "r": 560.64, "b": 699.6 }, "text": "Printed 12/19/2025\nPage 196", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p363.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p363.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p363.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p363.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p363.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p363.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p363.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p363.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 364, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 78, "counts_by_type": { "footnote": 1, "header": 1, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 14, "items": [ { "id": "p364.1", "order": 1, "type": "header", "bbox": { "l": 54.24, "t": 738.72, "r": 563.52, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 197", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p364.2", "order": 2, "type": "heading", "bbox": { "l": 158.4, "t": 687.84, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p364.3", "order": 3, "type": "text", "bbox": { "l": 48.72, "t": 663.36, "r": 529.2, "b": 524.16 }, "text": "Intlow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.93 cfs @ 12.12 hrs, Volume= 3,734 cf\nOutflow = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf, Atten= 28%, Lag= 4.3 min\nPrimary = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.85' @ 12.19 hrs Surf.Area= 8,889 sf Storage= 951 cf\n\nPlug-Flow detention time= 86.6 min calculated for 3,730 cf (100% of inflow)\nCenter-of-Mass det. time= 85.9 min ( 834.9 - 749.1 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p364.4", "order": 4, "type": "table", "bbox": { "l": 52.08, "t": 516.72, "r": 557.52, "b": 238.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p364.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p364.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p364.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p364.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p364.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p364.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p364.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p364.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 355.344, "t": 496.8171, "r": 557.52, "b": 476.9143 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p364.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p364.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p364.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p364.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 355.344, "t": 476.9143, "r": 557.52, "b": 457.0114 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p364.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p364.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p364.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p364.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 355.344, "t": 457.0114, "r": 557.52, "b": 437.1086 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p364.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.1086, "r": 153.168, "b": 417.2057 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p364.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.1086, "r": 254.256, "b": 417.2057 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p364.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p364.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p364.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p364.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p364.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p364.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p364.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p364.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p364.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p364.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p364.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p364.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p364.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p364.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p364.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p364.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p364.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p364.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p364.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p364.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p364.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p364.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p364.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p364.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p364.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p364.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p364.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p364.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p364.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p364.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p364.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p364.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p364.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p364.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p364.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p364.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p364.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p364.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 3 }, { "id": "p364.5", "order": 61, "type": "table", "bbox": { "l": 52.08, "t": 228.72, "r": 555.6, "b": 126.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p364.5.1", "order": 62, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p364.5.2", "order": 63, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p364.5.3", "order": 64, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p364.5.4", "order": 65, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p364.5.5", "order": 66, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p364.5.6", "order": 67, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p364.5.7", "order": 68, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p364.5.8", "order": 69, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p364.5.9", "order": 70, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p364.5.10", "order": 71, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p364.5.11", "order": 72, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p364.5.12", "order": 73, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p364.5.13", "order": 74, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.4, "r": 177.96, "b": 126.96 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p364.5.14", "order": 75, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p364.5.15", "order": 76, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p364.5.16", "order": 77, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.4, "r": 555.6, "b": 126.96 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p364.6", "order": 78, "type": "footnote", "bbox": { "l": 52.56, "t": 121.2, "r": 494.64, "b": 69.6 }, "text": "Primary OutFlow Max=0.67 cfs @ 12.19 hrs HW=94.85' TW=90.83' (Dynamic Tailwater)\n3=Culvert (Passes 0.67 cfs of 7.21 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.67 fps)\n2=Grate (Weir Controls 0.51 cfs @ 0.70 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 365, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 3 }, "build_ms": 0, "items": [ { "id": "p365.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 564.24, "b": 711.12 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p365.2", "order": 2, "type": "header", "bbox": { "l": 501.12, "t": 738.24, "r": 563.28, "b": 698.88 }, "text": "ainfall=5.38\"\n12/19/2025\nPage 198", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p365.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.24, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p365.4", "order": 4, "type": "figure", "bbox": { "l": 51.36, "t": 679.92, "r": 559.92, "b": 606.24 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 15P: PERVIOUS PAVEMENT Orifice 3B\nCulvert" }, "reading_order": 3 }, { "id": "p365.5", "order": 5, "type": "caption", "bbox": { "l": 196.56, "t": 589.92, "r": 423.12, "b": 575.04 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p365.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 569.52, "r": 556.08, "b": 308.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n0.93 cfs Primary\n1\nInflow Area=8,712 sf\nPeak Elev=94.85'\nStorage=951 cf\n0.67 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "children": [ { "id": "p365.6.1", "order": 7, "type": "caption", "bbox": { "l": 64.8, "t": 448.56, "r": 74.64, "b": 410.88 }, "text": "Flow (cfs)", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 5 }, { "id": "p365.7", "order": 8, "type": "footnote", "bbox": { "l": 83.76, "t": 322.8, "r": 479.76, "b": 303.36 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 366, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p366.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 565.44, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 199", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p366.2", "order": 2, "type": "header", "bbox": { "l": 53.52, "t": 737.52, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD[p366.2.2] 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p366.2.1", "order": 3, "type": "form_field", "bbox": { "l": 96, "t": 711.92, "r": 108, "b": 699.92 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p366.2.2", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 737.52, "r": 393.36, "b": 699.12 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 78, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p366.3", "order": 5, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 672.96 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p366.4", "order": 6, "type": "figure", "bbox": { "l": 62.16, "t": 667.2, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p366.5", "order": 7, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p366.6", "order": 8, "type": "caption", "bbox": { "l": 237.6, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p366.7", "order": 9, "type": "figure", "bbox": { "l": 61.92, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 367, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p367.1", "order": 1, "type": "header", "bbox": { "l": 356.88, "t": 739.44, "r": 564.24, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC\nPage 200", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p367.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 382.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p367.3", "order": 3, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p367.4", "order": 4, "type": "table", "bbox": { "l": 53.04, "t": 663.36, "r": 330.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p367.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p367.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.53\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p367.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n16\n69\n103\n135\n184\n636\n592\n280\n156\n124\n112\n102\n53\n35\n26\n20\n17\n14\n12\n11\n10\n9\n8\n8\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p367.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.86\n93.89\n93.91\n93.95\n94.40\n94.30\n94.04\n93.93\n93.90\n93.89\n93.89\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p367.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.12\n0.10\n0.06\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 368, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 17, "items": [ { "id": "p368.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 563.76, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC\nPage 201", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p368.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p368.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p368.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 400.08, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p368.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p368.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p368.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p368.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p368.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p368.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 369, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 17, "items": [ { "id": "p369.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 562.8, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p369.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p369.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 724.56, "r": 560.64, "b": 699.6 }, "text": "Printed 12/19/2025\nPage 202", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p369.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p369.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p369.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p369.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p369.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p369.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p369.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p369.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 370, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footer": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 26 }, "build_ms": 7, "items": [ { "id": "p370.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.68, "r": 562.08, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC\nPage 203", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p370.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.48, "r": 390.96, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p370.3", "order": 3, "type": "heading", "bbox": { "l": 166.56, "t": 688.08, "r": 456.48, "b": 672.72 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p370.4", "order": 4, "type": "table", "bbox": { "l": 50.88, "t": 676.32, "r": 561.6, "b": 92.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 26, "n_cols": 4, "integrity": { "cells_checked": 26, "cells_flagged": 14, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = …" }, { "row": 1, "col": 0, "coverage": 0.13, "text": "Inflow = 0.56 cfs @ 12.22 hrs, Volume= 3,938 cf" }, { "row": 9, "col": 0, "coverage": 0, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed belo…" }, { "row": 11, "col": 0, "coverage": 0, "text": "(feet) (sq-ft) (cubic-feet) (cubic-feet)" }, { "row": 12, "col": 0, "coverage": 0, "text": "91.65 520 0 0" }, { "row": 13, "col": 0, "coverage": 0, "text": "92.00 651 205 205" }, { "row": 14, "col": 0, "coverage": 0, "text": "93.00 1,094 873 1,077" }, { "row": 15, "col": 0, "coverage": 0, "text": "94.00 1,629 1,362 2,439" }, { "row": 16, "col": 0, "coverage": 0, "text": "95.00 2,249 1,939 4,378" }, { "row": 17, "col": 0, "coverage": 0.2, "text": "Device Routing Invert Outlet Devices" }, { "row": 18, "col": 0, "coverage": 0.13, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to w…" }, { "row": 19, "col": 0, "coverage": 0, "text": "#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600" } ] } }, "children": [ { "id": "p370.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.88, "t": 676.32, "r": 561.6, "b": 658.6182 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 1.75\" for 10 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p370.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 50.88, "t": 658.6182, "r": 561.6, "b": 640.9164 }, "text": "Inflow = 0.56 cfs @ 12.22 hrs, Volume= 3,938 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p370.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 50.88, "t": 640.9164, "r": 561.6, "b": 623.2145 }, "text": "Outflow = 0.11 cfs @ 14.32 hrs, Volume= 3,938 cf, Atten= 80%, Lag= 126.0 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p370.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 50.88, "t": 623.2145, "r": 561.6, "b": 605.5127 }, "text": "Discarded = 0.11 cfs @ 14.32 hrs, Volume= 3,938 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p370.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 50.88, "t": 605.5127, "r": 561.6, "b": 587.8109 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p370.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 199.417382, "b": 587.184155 }, "text": "Routed to Link 33L : POA 2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p370.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.72' @ 14.32 hrs Surf.Area= 971 sf Storage= 790 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p370.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 63.1 min calculated for 3,938 cf (100% of inflow)\nCenter-of-Mass det. time= 63.1 min ( 926.6 - 863.5 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p370.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 50.88, "t": 499.3018, "r": 561.6, "b": 481.6 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p370.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 50.88, "t": 481.6, "r": 561.6, "b": 463.8982 }, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 9 }, { "id": "p370.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 50.88, "t": 463.8982, "r": 561.6, "b": 446.1964 }, "text": "Elevation Surf.Area Inc.Store Cum.Store", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 10 }, { "id": "p370.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 50.88, "t": 446.1964, "r": 561.6, "b": 428.4945 }, "text": "(feet) (sq-ft) (cubic-feet) (cubic-feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 11 }, { "id": "p370.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 50.88, "t": 428.4945, "r": 561.6, "b": 410.7927 }, "text": "91.65 520 0 0", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 12 }, { "id": "p370.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 50.88, "t": 410.7927, "r": 561.6, "b": 393.0909 }, "text": "92.00 651 205 205", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 13 }, { "id": "p370.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 50.88, "t": 393.0909, "r": 561.6, "b": 375.3891 }, "text": "93.00 1,094 873 1,077", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 14 }, { "id": "p370.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 50.88, "t": 375.3891, "r": 561.6, "b": 357.6873 }, "text": "94.00 1,629 1,362 2,439", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 15 }, { "id": "p370.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 50.88, "t": 357.6873, "r": 561.6, "b": 339.9855 }, "text": "95.00 2,249 1,939 4,378", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p370.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 50.88, "t": 339.9855, "r": 561.6, "b": 322.2836 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 }, { "id": "p370.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 50.88, "t": 322.2836, "r": 561.6, "b": 304.5818 }, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 18 }, { "id": "p370.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 50.88, "t": 304.5818, "r": 561.6, "b": 286.88 }, "text": "#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 19 }, { "id": "p370.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 50.88, "t": 286.88, "r": 561.6, "b": 269.1782 }, "text": "#3 Primary 93.65' 12.0\" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 20 }, { "id": "p370.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 220.680155, "t": 291.510072, "r": 509.362546, "b": 269.42428199999995 }, "text": "Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088''' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p370.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 50.88, "t": 233.7745, "r": 561.6, "b": 216.0727 }, "text": "#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 22, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 22 }, { "id": "p370.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.11 cfs @ 14.32 hrs HW=92.72' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.11 cfs)", "attrs": { "row": 23, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p370.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)\n3=Culvert ( Controls 0.00 cfs)\n1=Orifice ( Controls 0.00 cfs)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 24, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 24 }, { "id": "p370.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 73.199546, "t": 114.28088400000001, "r": 248.324384, "b": 104.184348 }, "text": "Pond 33P: INFILTRATION BASIN 2 [F3]", "attrs": { "row": 25, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 25 } ], "reading_order": 3 }, { "id": "p370.5", "order": 31, "type": "footer", "bbox": { "l": 293.52, "t": 75.84, "r": 345.84, "b": 63.36 }, "text": "Exfiltration", "attrs": { "block_label": "footer" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 371, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p371.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.2, "r": 565.44, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 204", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p371.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 391.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p371.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p371.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 672.48, "r": 552, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.56 cfs Inflow\nOutflow\nDiscarded\nInflow Area=27,007 sf Primary\n0.6\nPeak Elev=92.72'\n0.55\n0.5 Storage=790 cf\n0.45\n0.4\n(cfs)\n0.35\nFlow\n0.3\n0.25\n0.11 cfs\n0.2\n0.11 cfs\n0.15\n0.1\n0.05 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p371.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p371.6", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 360.48, "r": 551.52, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 372, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p372.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.72, "r": 564.24, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 205", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p372.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p372.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p372.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p372.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 662.88, "r": 552.96, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 373, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 14, "items": [ { "id": "p373.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 738.96, "r": 563.52, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC\nPage 206", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p373.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 387.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p373.3", "order": 3, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p373.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 665.76, "r": 444.48, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p373.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p373.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.10\n0.12\n0.07\n0.04\n0.03\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p373.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.411232, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n1\n2\n3\n42\n785\n676\n352\n37\n2\n2\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p373.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592346, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.65\n91.65\n91.66\n91.73\n92.72\n92.60\n92.21\n91.72\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p373.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784115, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.11\n0.11\n0.09\n0.06\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p373.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.181229, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.11\n0.11\n0.09\n0.06\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p373.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 374, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 16, "items": [ { "id": "p374.1", "order": 1, "type": "header", "bbox": { "l": 356.4, "t": 739.44, "r": 562.8, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 207", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p374.2", "order": 2, "type": "header", "bbox": { "l": 48.24, "t": 737.76, "r": 384.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p374.3", "order": 3, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p374.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 665.04, "r": 507.6, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p374.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p374.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p374.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p374.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p374.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p374.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p374.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p374.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 375, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p375.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 563.04, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 208", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p375.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 737.52, "r": 391.92, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p375.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p375.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 661.44, "r": 255.84, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p375.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p375.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p375.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p375.5", "order": 8, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p375.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p375.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p375.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 376, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 30, "text": 5 }, "build_ms": 6, "items": [ { "id": "p376.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 565.2, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 209", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p376.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p376.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p376.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 661.44, "r": 531.12, "b": 601.44 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.28\" for 10 YR-C event\nInflow = 0.04 cfs @ 12.98 hrs, Volume = 700 cf\nOutflow = 0.02 cfs @ 14.27 hrs, Volume = 600 cf, Atten = 32%, Lag = 77.0 min\nPrimary = 0.02 cfs @ 14.27 hrs, Volume = 600 cf\nRouted to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p376.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588.72, "r": 406.32, "b": 523.68 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.92' @ 14.27 hrs Surf.Area= 378 sf Storage= 141 cf\nPlug-Flow detention time= 139.0 min calculated for 600 cf (86% of inflow)\nCenter-of-Mass det. time= 80.7 min (1,103.3 - 1,022.6)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p376.6", "order": 6, "type": "table", "bbox": { "l": 51.12, "t": 517.44, "r": 559.44, "b": 235.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p376.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p376.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p376.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p376.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p376.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p376.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p376.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p376.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p376.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p376.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p376.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p376.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p376.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p376.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p376.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p376.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p376.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p376.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p376.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p376.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p376.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p376.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p376.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p376.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p376.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p376.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 51.12, "t": 286.9091, "r": 152.784, "b": 261.2945 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p376.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p376.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p376.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p376.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.02 cfs @ 14.27 hrs HW=93.92' TW=90.75' (Dynamic Tailwater)\\n3=Culvert (Passes 0.02 cfs of 7.59 cfs potential flow)\\n1=Orifice (Orifice Controls 0.02 cfs @ 1.18 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p376.7", "order": 37, "type": "figure", "bbox": { "l": 52.56, "t": 222.24, "r": 384.72, "b": 188.88 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p376.7.1", "order": 38, "type": "text", "bbox": { "l": 333.36, "t": 220.32, "r": 384.24, "b": 190.8 }, "text": "Grate\nOrifice", "reading_order": 0 }, { "id": "p376.7.2", "order": 39, "type": "text", "bbox": { "l": 71.76, "t": 200.4, "r": 249.6, "b": 189.84 }, "text": "Pond 42P · BIORENTION BASIN 3A", "reading_order": 1 } ], "reading_order": 6 }, { "id": "p376.8", "order": 40, "type": "figure", "bbox": { "l": 329.28, "t": 167.76, "r": 559.2, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p376.8.1", "order": 41, "type": "text", "bbox": { "l": 329.52, "t": 158.88, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 377, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p377.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 564.72, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 210", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p377.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p377.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.48, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p377.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 668.16, "r": 553.44, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.038 0.04 cfs Primary\nInflow Area=29,621 sf\n0.036\n0.034\n0.032 Peak Elev=93.92'\n0.03\n0.028 Storage=141 cf\n0.026 0.02 cfs\n0.024\n(cfs)\n0.022\n0.02\nFlow\n0.018\n0.016\n0.014\n0.012\n0.01\n0.008\n0.006\n0.004\n0.002\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p377.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p377.6", "order": 6, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 551.28, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 378, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p378.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 563.52, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 211", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p378.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 386.64, "b": 699.6 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p378.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p378.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p378.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.08, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 379, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 7, "items": [ { "id": "p379.1", "order": 1, "type": "header", "bbox": { "l": 356.64, "t": 739.44, "r": 564.48, "b": 711.12 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p379.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 384.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p379.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 212", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p379.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 452.16, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p379.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p379.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p379.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793471, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p379.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.411931, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n140\n134\n130\n127\n126\n124\n106\n103\n102\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n99", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p379.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.593045, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.92\n93.90\n93.89\n93.88\n93.88\n93.87\n93.82\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p379.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784813, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 380, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 23, "items": [ { "id": "p380.1", "order": 1, "type": "header", "bbox": { "l": 354.72, "t": 739.44, "r": 562.8, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 213", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p380.2", "order": 2, "type": "header", "bbox": { "l": 49.44, "t": 737.76, "r": 388.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p380.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p380.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.12, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p380.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p380.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p380.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p380.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p380.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p380.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p380.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p380.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p380.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p380.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p380.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p380.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p380.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p380.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p380.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p380.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p380.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p380.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p380.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p380.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p380.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p380.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p380.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p380.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p380.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p380.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p380.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p380.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p380.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p380.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p380.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p380.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p380.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 381, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p381.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 564.24, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 214", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p381.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p381.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p381.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 671.76, "r": 469.68, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p381.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p381.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p381.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p381.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p381.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p381.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 382, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 3, "header": 2, "heading": 1, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 1, "items": [ { "id": "p382.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 563.04, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 215", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p382.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p382.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p382.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 660.24, "r": 518.4, "b": 621.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 2, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "27.76% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 0.00\" for 10 YR-C event" } ] } }, "children": [ { "id": "p382.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p382.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "73,567 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p382.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 285.36, "t": 660.24, "r": 401.88, "b": 647.44 }, "text": "27.76% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p382.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 401.88, "t": 660.24, "r": 518.4, "b": 647.44 }, "text": "Inflow Depth = 0.00\" for 10 YR-C event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p382.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 90.922534, "b": 623.184141 }, "text": "Inflow =\nPrimary =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p382.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.276777, "t": 645.269931, "r": 183.821462, "b": 623.184141 }, "text": "0.00 cfs @\n0.00 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p382.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 212.399634, "t": 645.269931, "r": 253.897458, "b": 623.184141 }, "text": "0.00 hrs,\n0.00 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p382.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 369.955963, "t": 645.269931, "r": 390.33837, "b": 623.184141 }, "text": "0 cf\n0 cf,", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p382.5", "order": 13, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.6 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p382.6", "order": 14, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p382.7", "order": 15, "type": "figure", "bbox": { "l": 61.2, "t": 507.36, "r": 552.48, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=73,567 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 }, { "id": "p382.8", "order": 16, "type": "footnote", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p382.9", "order": 17, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p382.10", "order": 18, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 345.84 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p382.11", "order": 19, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 383, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p383.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 563.52, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p383.2", "order": 2, "type": "header", "bbox": { "l": 465.6, "t": 738.96, "r": 563.52, "b": 699.6 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 216", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p383.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 389.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p383.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p383.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p383.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p383.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p383.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p383.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p383.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p383.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p383.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p383.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p383.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 384, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p384.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564, "b": 710.88 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p384.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p384.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.36, "r": 559.68, "b": 699.12 }, "text": "Page 217", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p384.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p384.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 518.4, "b": 622.32 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00\" for 10 YR-C event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p384.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p384.7", "order": 7, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p384.8", "order": 8, "type": "figure", "bbox": { "l": 61.2, "t": 506.64, "r": 552.24, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=27,007 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p384.8.1", "order": 9, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p384.9", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p384.10", "order": 11, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p384.11", "order": 12, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 385, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p385.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.44, "r": 563.52, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p385.2", "order": 2, "type": "header", "bbox": { "l": 465.6, "t": 738.96, "r": 563.04, "b": 699.6 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 218", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p385.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 388.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p385.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p385.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p385.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p385.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p385.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p385.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p385.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.36, "r": 469.2, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p385.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p385.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p385.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p385.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 386, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p386.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 564, "b": 710.88 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p386.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 391.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p386.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 219", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p386.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p386.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 518.4, "b": 622.08 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00\" for 10 YR-C event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 4 }, { "id": "p386.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p386.7", "order": 7, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p386.8", "order": 8, "type": "figure", "bbox": { "l": 60.96, "t": 506.4, "r": 552.48, "b": 232.08 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=38,333 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p386.8.1", "order": 9, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p386.9", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p386.10", "order": 11, "type": "footnote", "bbox": { "l": 65.04, "t": 384, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p386.11", "order": 12, "type": "footnote", "bbox": { "l": 84.96, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 387, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 26, "items": [ { "id": "p387.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.68, "r": 563.76, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p387.2", "order": 2, "type": "header", "bbox": { "l": 458.64, "t": 739.2, "r": 563.76, "b": 699.36 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 220", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p387.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p387.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.72 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p387.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p387.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p387.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p387.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p387.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p387.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p387.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p387.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p387.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p387.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 388, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footer": 1, "table": 1, "table_cell": 33, "text": 1 }, "build_ms": 8, "items": [ { "id": "p388.1", "order": 1, "type": "text", "bbox": { "l": 104.64, "t": 688.32, "r": 508.08, "b": 650.16 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p388.2", "order": 2, "type": "table", "bbox": { "l": 48.24, "t": 666.96, "r": 557.28, "b": 63.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 33, "cells_flagged": 3, "flags": [ { "row": 1, "col": 0, "coverage": 0.33, "text": "Subcatchment2S: DA-P1 PERVIOUS" }, { "row": 2, "col": 0, "coverage": 0, "text": "Subcatchment3S: DA-P3 PERVIOUS" }, { "row": 3, "col": 1, "coverage": 0.41, "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.55\" Fl…" } ] } }, "children": [ { "id": "p388.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 119.279982, "t": 661.229925, "r": 495.860027, "b": 651.14413 }, "text": "Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p388.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 48.24, "t": 631.4541, "r": 302.76, "b": 595.9482 }, "text": "Subcatchment2S: DA-P1 PERVIOUS", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p388.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 248.705572, "t": 637.323548, "r": 555.253446, "b": 616.044584 }, "text": "Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.55\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.17 cfs 2,423 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p388.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 48.24, "t": 595.9482, "r": 302.76, "b": 560.4424 }, "text": "Subcatchment3S: DA-P3 PERVIOUS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p388.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 248.705572, "t": 601.323563, "r": 555.253417, "b": 580.044598 }, "text": "Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.55\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.10 cfs 1,351 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p388.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 48.24, "t": 560.4424, "r": 302.76, "b": 524.9365 }, "text": "Subcatchment4S: DA-P2 PERVIOUS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p388.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 302.76, "t": 560.4424, "r": 557.28, "b": 524.9365 }, "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.55\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.07 cfs 854 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p388.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 48.24, "t": 524.9365, "r": 302.76, "b": 489.4306 }, "text": "Subcatchment6S: DA-P3 IMPERVIOUS", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p388.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 254.22557, "t": 529.3235910000001, "r": 555.180946, "b": 508.044627 }, "text": "Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=6.10\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.10 cfs 4,430 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p388.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 48.24, "t": 489.4306, "r": 302.76, "b": 453.9247 }, "text": "Subcatchment7S: DA-P2 IMPERVIOUS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p388.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 254.22557, "t": 493.323606, "r": 555.181019, "b": 472.044642 }, "text": "Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=6.10\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.05 cfs 4,208 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p388.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 48.24, "t": 453.9247, "r": 302.76, "b": 418.4188 }, "text": "Subcatchment8S: DA-P1 IMPERVIOUS", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p388.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 302.76, "t": 453.9247, "r": 557.28, "b": 418.4188 }, "text": "Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=6.10\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=2.49 cfs 8,859 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p388.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 48.24, "t": 418.4188, "r": 302.76, "b": 382.9129 }, "text": "Subcatchment14S: LOT 11 Roof", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p388.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 259.745568, "t": 421.323635, "r": 555.078692, "b": 400.04467 }, "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.46 cfs 1,525 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p388.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 53.999978, "t": 385.120776, "r": 252.578134, "b": 375.02424 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p388.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 302.76, "t": 382.9129, "r": 557.28, "b": 347.4071 }, "text": "Peak Elev=87.03' Storage=31 cf Inflow=0.65 cfs 11,301 cf Discarded=0.57 cfs 11,301 cf Primary=0.00 cfs 0 cf Outflow=0.57 cfs 11,301 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p388.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 53.999978, "t": 349.12079, "r": 232.352649, "b": 339.024254 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p388.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 277.559848, "t": 349.323663, "r": 555.506558, "b": 340.044694 }, "text": "Peak Elev=93.74' Storage=5,607 cf Inflow=2.50 cfs 11,283 cf Outflow=0.27 cfs 9,776 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p388.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 48.24, "t": 311.9012, "r": 302.76, "b": 276.3953 }, "text": "Pond 6P: BIORETENTION BASIN 2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p388.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 305.16035, "t": 313.323678, "r": 555.688166, "b": 304.044709 }, "text": "Peak Elev=95.03' Storage=78 cf Inflow=0.07 cfs 854 cf Outflow=0.06 cfs 807 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p388.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 48.24, "t": 276.3953, "r": 302.76, "b": 240.8894 }, "text": "Pond 8P: INFILTRATIONBASIN 3", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p388.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 302.76, "t": 276.3953, "r": 557.28, "b": 240.8894 }, "text": "Peak Elev=91.23' Storage=548 cf Inflow=0.94 cfs 5,677 cf Discarded=0.27 cfs 5,677 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 5,677 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p388.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 53.999978, "t": 241.12083399999995, "r": 163.291003, "b": 231.02429800000004 }, "text": "Pond 10P: PERVIOUS PAVEMENT2B", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p388.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 283.079892, "t": 241.323707, "r": 555.542824, "b": 232.04473800000005 }, "text": "Peak Elev=94.85' Storage=1,015 cf Inflow=1.05 cfs 4,208 cf Outflow=0.83 cfs 4,204 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p388.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 53.999978, "t": 205.12084800000002, "r": 163.291003, "b": 195.024312 }, "text": "Pond 15P: PERVIOUS PAVEMENT3B", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p388.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 291.359724, "t": 205.32372099999998, "r": 555.596987, "b": 196.04475200000002 }, "text": "Peak Elev=94.86' Storage=994 cf Inflow=1.10 cfs 4,430 cf Outflow=0.94 cfs 4,426 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p388.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 48.24, "t": 169.8776, "r": 302.76, "b": 134.3718 }, "text": "Pond 33P: INFILTRATIONBASIN 2", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p388.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 302.76, "t": 169.8776, "r": 557.28, "b": 134.3718 }, "text": "Peak Elev=93.12' Storage=1,207 cf Inflow=0.83 cfs 5,011 cf Discarded=0.13 cfs 5,011 cf Primary=0.00 cfs 0 cf Outflow=0.13 cfs 5,011 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p388.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 53.999978, "t": 133.12087699999995, "r": 224.909184, "b": 123.02434100000005 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p388.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 291.359869, "t": 133.32375000000002, "r": 555.597132, "b": 124.04478099999994 }, "text": "Peak Elev=94.07' Storage=204 cf Inflow=0.10 cfs 1,351 cf Outflow=0.07 cfs 1,251 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p388.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 53.999978, "t": 97.12089100000003, "r": 131.79855, "b": 87.02435500000001 }, "text": "Link 32L: POA1", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p388.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 461.225487, "t": 97.32376399999998, "r": 556.950041, "b": 76.04480000000001 }, "text": "Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 1 }, { "id": "p388.3", "order": 36, "type": "footer", "bbox": { "l": 48.48, "t": 738.72, "r": 560.88, "b": 699.84 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 221", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 389, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p389.1", "order": 1, "type": "text", "bbox": { "l": 58.8, "t": 692.64, "r": 574.08, "b": 588.24 }, "text": "link 33L: POA2\n\nlink 34L: POA3\n\nTotal Runoff Area = 138,907 sf Runoff Volume = 23,651 cf Average Runoff Depth = 2.04\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p389.2", "order": 2, "type": "footer", "bbox": { "l": 44.88, "t": 739.44, "r": 561.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 222", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 390, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p390.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564.96, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 223", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p390.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 387.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p390.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p390.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.64, "b": 633.6 }, "text": "Runoff = 0.17 cfs @ 12.62 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p390.5", "order": 5, "type": "text", "bbox": { "l": 346.8, "t": 660.24, "r": 463.68, "b": 646.32 }, "text": "2,423 cf, Depth= 0.55\"", "reading_order": 4 }, { "id": "p390.6", "order": 6, "type": "text", "bbox": { "l": 50.4, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p390.7", "order": 7, "type": "figure", "bbox": { "l": 54, "t": 592.56, "r": 562.8, "b": 61.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\nRunoff\n0.18 0.17 cfs\n0.17\n0.16 NOAA 24-hr D\n10 YR-F Rainfall=6.34\"\n0.15\n0.14\n0.13 Runoff Area=1.220 ac\nRunoff Volume=2,423 cf\n0.12\n0.11\n(cfs) 0.1 Runoff Depth=0.55\"\nFlow 0.08 Flow Length=525'\n0.09\nTc=14.2 min\n0.07\n0.06\n0.05 CN=39/0\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 391, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p391.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p391.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 384, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p391.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 224", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p391.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p391.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p391.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p391.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p391.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.22\n0.32\n0.39\n0.45\n0.50\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p391.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p391.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.09\n0.05\n0.04\n0.03\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 392, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p392.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.68, "r": 564.72, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 225", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p392.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 388.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p392.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p392.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 0.10 cfs @ 12.57 hrs, Volume= 1,351 cf, Depth= 0.55\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p392.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p392.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 588.24, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p392.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p392.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p392.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p392.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.680", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p392.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p392.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p392.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.680", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p392.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p392.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p392.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p392.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p392.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p392.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p392.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p392.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p392.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "9.0", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p392.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "83", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p392.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0400", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p392.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.15", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p392.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 342.0686, "t": 507, "r": 414.4457, "b": 486.69 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p392.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 473.424201 }, "text": "Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p392.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 74.63997, "t": 471.51, "r": 89.541931, "b": 461.424205 }, "text": "0.2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p392.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 120.838621, "t": 471.51, "r": 132.760189, "b": 461.424205 }, "text": "10", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p392.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 143.395429, "t": 471.51, "r": 176.179742, "b": 461.424205 }, "text": "0.0240", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p392.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 203.149288, "t": 471.51, "r": 224.012033, "b": 461.424205 }, "text": "1.08", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p392.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 342.0686, "t": 486.69, "r": 414.4457, "b": 466.38 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p392.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 286.680137, "t": 471.400741, "r": 446.677877, "b": 449.42421 }, "text": "Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p392.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 447.51001, "r": 89.541931, "b": 437.424215 }, "text": "2.2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p392.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 447.51001, "r": 132.841024, "b": 437.424215 }, "text": "270", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p392.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 197.3143, "t": 466.38, "r": 269.6914, "b": 446.07 }, "text": "", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p392.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 203.154048, "t": 447.51001, "r": 224.016793, "b": 437.424215 }, "text": "2.00", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p392.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 342.0686, "t": 466.38, "r": 414.4457, "b": 446.07 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p392.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 286.680137, "t": 447.400751, "r": 403.451471, "b": 437.304215 }, "text": "Direct Entry, Pioe Flow", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p392.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 68.759972, "t": 433.590016, "r": 89.622717, "b": 423.504221 }, "text": "11.5", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p392.6.35", "order": 41, "type": "table_cell", "bbox": { "l": 114.957015, "t": 433.590016, "r": 132.839367, "b": 423.504221 }, "text": "363", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p392.6.36", "order": 42, "type": "table_cell", "bbox": { "l": 143.392207, "t": 433.590016, "r": 167.224623, "b": 423.504221 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p392.6.37", "order": 43, "type": "table_cell", "bbox": { "l": 269.6914, "t": 446.07, "r": 342.0686, "b": 425.76 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, 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"type": "caption", "bbox": { "l": 198.48, "t": 349.44, "r": 420.96, "b": 334.08 }, "text": "Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p392.9", "order": 49, "type": "figure", "bbox": { "l": 61.92, "t": 326.88, "r": 553.2, "b": 64.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.11 Runoff\n0.105 0.10 cfs\n0.1\n0.095 NOAA 24-hr D\n0.085 10 YR-F Rainfall=6.34\"\n0.09\nRunoff Area=0.680 ac\n0.08\n0.075\nRunoff Volume=1,351 cf\n0.07\n0.065\n(cfs) Runoff Depth=0.55\"\n0.06\n0.055\nFlow 0.05 Flow Length=363'\n0.045\n0.04 Tc=11.5 min\n0.035\n0.03 CN=39/0\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p392.10", "order": 50, "type": "footnote", "bbox": { "l": 89.28, "t": 80.88, "r": 492, "b": 61.68 }, "text": "4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 393, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p393.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p393.2", "order": 2, "type": "header", "bbox": { "l": 443.76, "t": 738.96, "r": 565.44, "b": 699.12 }, "text": "10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 226", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p393.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p393.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p393.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p393.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p393.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p393.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.22\n0.32\n0.39\n0.45\n0.50\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55\n0.55", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p393.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p393.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.03\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 394, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 31, "text": 2, "title": 1 }, "build_ms": 4, "items": [ { "id": "p394.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 564.72, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 227", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p394.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 389.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p394.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.48 }, "text": "Summary for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p394.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.72, "r": 464.4, "b": 633.84 }, "text": "Runoff = 0.07 cfs @ 12.38 hrs, Volume= 854 cf, Depth= 0.55\"\nRouted to Pond 6P : BIORENTION BASIN 2A", "reading_order": 3 }, { "id": "p394.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p394.6", "order": 6, "type": "table", "bbox": { "l": 52.8, "t": 588.48, "r": 559.2, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p394.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p394.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p394.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p394.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.430\n0.430", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p394.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "39\n39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p394.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p394.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p394.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p394.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p394.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p394.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p394.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p394.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, 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"colspan": 1 }, "reading_order": 16 }, { "id": "p394.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 485.424196 }, "text": "Sheet Flow,\\nGrass: Dense n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p394.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p394.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p394.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 197.4857, "t": 496.7657, "r": 269.8286, "b": 478.4229 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p394.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p394.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 342.1714, "t": 496.7657, "r": 414.5143, "b": 478.4229 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p394.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p394.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "8.7", "attrs": { "row": 5, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p396.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 559.2, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 7, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p396.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p396.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p396.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p396.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.200", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p396.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p396.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 267.203736, "b": 561.264165 }, "text": "Paved parking, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p396.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.200", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p396.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p396.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p396.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p396.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p396.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p396.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p396.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p396.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p396.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p396.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p396.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p396.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p396.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 342.0686, "t": 510.1371, "r": 414.4457, "b": 490.4914 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p396.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p396.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p396.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p396.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p396.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p396.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 342.0686, "t": 490.4914, "r": 414.4457, "b": 470.8457 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p396.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p396.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p396.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p396.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 269.6914, "t": 470.8457, "r": 342.0686, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p396.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 342.0686, "t": 470.8457, "r": 414.4457, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p396.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 414.4457, "t": 470.8457, "r": 486.8229, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p396.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 486.8229, "t": 470.8457, "r": 559.2, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 6 }, { "id": "p396.8", "order": 41, "type": "text", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.24 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "reading_order": 7 }, { "id": "p396.9", "order": 42, "type": "caption", "bbox": { "l": 191.76, "t": 372.96, "r": 427.92, "b": 358.56 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p396.10", "order": 43, "type": "figure", "bbox": { "l": 62.4, "t": 354.48, "r": 551.52, "b": 95.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.10 cfs\nNOAA 24-hr D\n1\n10 YR-F Rainfall=6.34\"\nRunoff Area=0.200 ac\nRunoff Volume=4,430 cf\n(cfs) Runoff Depth=6.10\"\nFlow Flow Length=155'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p396.11", "order": 44, "type": "footnote", "bbox": { "l": 83.52, "t": 107.28, "r": 493.2, "b": 86.16 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 397, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p397.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 564, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 230", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p397.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 386.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p397.3", "order": 3, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p397.4", "order": 4, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p397.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p397.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p397.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p397.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p397.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.02\n0.02\n0.03\n0.06\n0.63\n0.06\n0.03\n0.02\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 398, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 31, "text": 4, "title": 1 }, "build_ms": 4, "items": [ { "id": "p398.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 564.96, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 231", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p398.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 387.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p398.3", "order": 3, "type": "title", "bbox": { "l": 153.36, "t": 687.84, "r": 469.92, "b": 672.48 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p398.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.48, "r": 309.12, "b": 634.32 }, "text": "Runoff = 1.05 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n4,208 cf, Depth= 6.10\"", "reading_order": 3 }, { "id": "p398.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.92, "b": 646.32 }, "text": "4,208 cf, Depth= 6.10\"", "reading_order": 4 }, { "id": "p398.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p398.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 1, "flags": [ { "row": 5, "col": 0, "coverage": 0, "text": "4 3" } ] } }, "children": [ { "id": "p398.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p398.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p398.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p398.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 52.56, "t": 569.3829, "r": 124.9029, "b": 549.8057 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p398.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p398.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p398.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p398.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p398.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p398.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p398.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p398.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p398.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p398.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p398.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p398.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p398.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p398.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.6514, "r": 414.2743, "b": 491.0743 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p398.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p398.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p398.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p398.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p398.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p398.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 341.9314, "t": 491.0743, "r": 414.2743, "b": 471.4971 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p398.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 52.56, "t": 471.4971, "r": 124.9029, "b": 451.92 }, "text": "4 3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p398.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p398.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p398.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 269.5886, "t": 471.4971, "r": 341.9314, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p398.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 341.9314, "t": 471.4971, "r": 414.2743, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p398.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 414.2743, "t": 471.4971, "r": 486.6171, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p398.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 486.6171, "t": 471.4971, "r": 558.96, "b": 451.92 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 30 } ], "reading_order": 6 }, { "id": "p398.8", "order": 39, "type": "text", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "reading_order": 7 }, { "id": "p398.9", "order": 40, "type": "caption", "bbox": { "l": 192, "t": 372.96, "r": 427.92, "b": 358.56 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p398.10", "order": 41, "type": "figure", "bbox": { "l": 62.4, "t": 353.76, "r": 552.72, "b": 94.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.05 cfs\n1 NOAA 24-hr D\n10 YR-F Rainfall=6.34\"\nRunoff Area=0.190 ac\nRunoff Volume=4,208 cf\n(cfs) Runoff Depth=6.10\"\nFlow Flow Length=172'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p398.11", "order": 42, "type": "footnote", "bbox": { "l": 83.52, "t": 107.28, "r": 493.2, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 399, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p399.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 564.24, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p399.2", "order": 2, "type": "header", "bbox": { "l": 450.96, "t": 738.96, "r": 564.72, "b": 699.36 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 232", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p399.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 387.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p399.4", "order": 4, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p399.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p399.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p399.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p399.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p399.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p399.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.02\n0.02\n0.03\n0.05\n0.60\n0.06\n0.03\n0.02\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 400, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 21, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p400.1", "order": 1, "type": "header", "bbox": { "l": 355.44, "t": 739.44, "r": 563.04, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 233", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p400.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p400.3", "order": 3, "type": "title", "bbox": { "l": 153.36, "t": 687.84, "r": 469.68, "b": 672.72 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p400.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 464.64, "b": 633.84 }, "text": "Runoff = 2.49 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p400.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.92, "b": 646.56 }, "text": "8,859 cf, Depth= 6.10\"", "reading_order": 4 }, { "id": "p400.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p400.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 588.72, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 18, "cells_flagged": 0 } }, "children": [ { "id": "p400.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p400.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p400.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p400.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p400.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p400.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p400.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n1.4", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p400.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 497.424191 }, "text": "Length (feet)\n235", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p400.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 143.393863, "t": 533.429976, "r": 176.178176, "b": 497.424191 }, "text": "Slope (ft/ft)\n0.0200", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p400.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.87", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p400.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 429.653191, "b": 485.424196 }, "text": "Capacity (cfs)\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p400.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p400.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p400.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 254.976, "t": 496.32, "r": 356.304, "b": 477.84 }, "text": "", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p400.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p400.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p400.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p400.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p400.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p400.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 356.304, "t": 477.84, "r": 457.632, "b": 459.36 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p400.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 457.632, "t": 477.84, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 20 } ], "reading_order": 6 }, { "id": "p400.8", "order": 29, "type": "text", "bbox": { "l": 343.68, "t": 416.4, "r": 546.96, "b": 392.16 }, "text": "Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow", "reading_order": 7 }, { "id": "p400.9", "order": 30, "type": "caption", "bbox": { "l": 192, "t": 384.96, "r": 428.16, "b": 370.32 }, "text": "Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p400.10", "order": 31, "type": "figure", "bbox": { "l": 60.96, "t": 363.6, "r": 554.64, "b": 114.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n2.49 cfs\nNOAA 24-hr D\n10 YR-F Rainfall=6.34\"\nRunoff Area=0.400 ac\n2\nRunoff Volume=8,859 cf\n(cfs) Runoff Depth=6.10\"\nFlow Flow Length=372'\n1 Slope=0.0200 '/'\nTc=2.5 min\nCN=0/98\n0" }, "reading_order": 9 }, { "id": "p400.11", "order": 32, "type": "footnote", "bbox": { "l": 84.24, "t": 119.52, "r": 492.72, "b": 97.92 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 401, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p401.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 564.24, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p401.2", "order": 2, "type": "header", "bbox": { "l": 446.88, "t": 738.96, "r": 564.24, "b": 699.6 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 234", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p401.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p401.4", "order": 4, "type": "caption", "bbox": { "l": 157.68, "t": 687.6, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p401.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p401.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p401.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p401.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p401.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p401.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.12\n1.47\n0.12\n0.07\n0.05\n0.04\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 402, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 1, "table": 1, "table_cell": 12, "text": 2 }, "build_ms": 2, "items": [ { "id": "p402.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p402.2", "order": 2, "type": "header", "bbox": { "l": 454.32, "t": 738.72, "r": 562.56, "b": 699.36 }, "text": "YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 235", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p402.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p402.4", "order": 4, "type": "heading", "bbox": { "l": 171.36, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p402.5", "order": 5, "type": "text", "bbox": { "l": 53.04, "t": 660.24, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.46 cfs @ 12.09 hrs, Volume= 1,525 cf, Depth= 6.10\"\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "reading_order": 4 }, { "id": "p402.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p402.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p402.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p402.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p402.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p402.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p402.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p402.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p402.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p402.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p402.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p402.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p402.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p402.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p402.8", "order": 20, "type": "caption", "bbox": { "l": 209.52, "t": 422.88, "r": 408.48, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p402.9", "order": 21, "type": "figure", "bbox": { "l": 63.12, "t": 401.28, "r": 551.76, "b": 137.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.5 Runoff\n0.48 0.46 cfs\n0.46\n0.44 NOAA 24-hr D\n0.42\n0.4 10 YR-F Rainfall=6.34\"\n0.38\n0.36 Runoff Area=3,000 sf\n0.34\nRunoff Volume=1,525 cf\n0.32\n0.3\n(cfs) 0.26 Runoff Depth=6.10\"\n0.28\nFlow 0.22 Flow Length=40'\n0.24\n0.2\n0.18 Tc=0.3 min\n0.16\n0.14 CN=0/98\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 403, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p403.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 564.24, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p403.2", "order": 2, "type": "header", "bbox": { "l": 445.68, "t": 738.96, "r": 564.24, "b": 699.12 }, "text": "10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 236", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p403.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p403.4", "order": 4, "type": "caption", "bbox": { "l": 174.48, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p403.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.56, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p403.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p403.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p403.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p403.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p403.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.29\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 404, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 44, "counts_by_type": { "table": 1, "table_cell": 42, "title": 1 }, "build_ms": 9, "items": [ { "id": "p404.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.2, "r": 562.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 237", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p404.2", "order": 2, "type": "table", "bbox": { "l": 48.96, "t": 687.6, "r": 561.36, "b": 74.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 42, "cells_flagged": 6, "flags": [ { "row": 3, "col": 0, "coverage": 0.54, "text": "Outflow = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf, Atten= 1…" }, { "row": 4, "col": 0, "coverage": 0, "text": "Discarded = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf" }, { "row": 5, "col": 0, "coverage": 0.25, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 11, "col": 3, "coverage": 0, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% V…" }, { "row": 12, "col": 0, "coverage": 0, "text": "7,536 cf Total Available Storage" }, { "row": 16, "col": 1, "coverage": 0, "text": "Device 1" } ] } }, "children": [ { "id": "p404.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 151.559939, "t": 684.893782, "r": 471.486585, "b": 673.080619 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p404.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 48.96, "t": 664.0246, "r": 561.36, "b": 640.4492 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 1.84\" for 10 YR-F event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p404.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 48.96, "t": 640.4492, "r": 561.36, "b": 616.8738 }, "text": "Inflow = 0.65 cfs @ 12.09 hrs, Volume= 11,301 cf", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p404.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 48.96, "t": 616.8738, "r": 561.36, "b": 593.2985 }, "text": "Outflow = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf, Atten= 12%, Lag= 2.4 min", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p404.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 48.96, "t": 593.2985, "r": 561.36, "b": 569.7231 }, "text": "Discarded = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p404.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 48.96, "t": 569.7231, "r": 561.36, "b": 546.1477 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p404.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 196.43699, "b": 587.184155 }, "text": "Routed to Link 32L : POA1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p404.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 87.03' @ 12.10 hrs Surf.Area= 2,475 sf Storage= 31 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p404.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 0.3 min calculated for 11,301 cf (100% of inflow)\nCenter-of-Mass det. time= 0.3 min ( 1,011.5 - 1,011.2 )", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p404.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p404.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 182.153796, "t": 353.430048, "r": 208.966604, "b": 343.344253 }, "text": "Invert", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p404.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p404.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p404.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 85.072339, "b": 477.264199 }, "text": "#1A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p404.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "87.00'", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p404.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 196.313329, "t": 487.349994, "r": 234.45806, "b": 477.264199 }, "text": "4,349 cf", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p404.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 415.262792, "b": 477.144199 }, "text": "27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p404.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p404.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p404.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p404.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 433.26, "t": 381.12, "r": 561.36, "b": 357.5446 }, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids ADS N-12 36\" x 20 Inside #1 Inside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p404.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 48.96, "t": 357.5446, "r": 561.36, "b": 333.9692 }, "text": "7,536 cf Total Available Storage", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 21 }, { "id": "p404.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 68.901577, "t": 377.430038, "r": 293.524508, "b": 367.344243 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 22 }, { "id": "p404.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 131.159638, "b": 305.424268 }, "text": "Device", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p404.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 98.392878, "t": 353.430048, "r": 135.336875, "b": 343.344253 }, "text": "Routing", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p404.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p404.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 220.674184, "t": 353.430048, "r": 290.381052, "b": 343.344253 }, "text": "Outlet Devices", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p404.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#1", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p404.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 135.319322, "b": 329.424258 }, "text": "Primary", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p404.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 180.353475, "t": 339.510053, "r": 209.224683, "b": 329.424258 }, "text": "92.59'", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p404.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p404.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 70.319972, "t": 315.510063, "r": 82.24154, "b": 305.424268 }, "text": "#2", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p404.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 177.06, "t": 263.2431, "r": 305.16, "b": 239.6677 }, "text": "Device 1", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 32 }, { "id": "p404.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 180.350366, "t": 315.510063, "r": 209.221574, "b": 305.424268 }, "text": "88.00'", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p404.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 281.424277 }, "text": "12.0\" Round Culvert L = 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S = 0.0168 /' Cc= 0.900 n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p404.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#3", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p404.2.37", "order": 39, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p404.2.38", "order": 40, "type": "table_cell", "bbox": { "l": 120.356965, "t": 487.349994, "r": 149.228173, "b": 477.264199 }, "text": "87.00'", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p404.2.39", "order": 41, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 514.81764, "b": 257.30428700000004 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p404.2.40", "order": 42, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.57 cfs @ 12.13 hrs HW=87.02' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.57 cfs)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p404.2.41", "order": 43, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 173.30432099999996 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)\n1=Grate ( Controls 0.00 cfs)\n2=Culvert ( Controls 0.00 cfs)", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 40 }, { "id": "p404.2.42", "order": 44, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 41 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 405, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p405.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564, "b": 699.12 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 238", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p405.2", "order": 2, "type": "header", "bbox": { "l": 46.8, "t": 738.24, "r": 390.24, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p405.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.16, "b": 672.48 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p405.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 666, "r": 543.6, "b": 362.88 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p405.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p405.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 406, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 2, "items": [ { "id": "p406.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 564, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 239", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p406.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p406.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.32, "b": 673.2 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p406.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 668.88, "r": 552, "b": 402.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.65 cfs Inflow\nOutflow\nDiscarded\nInflow Area=73,567 sf Primary\n0.7 0.57 cfs\n0.65 0.57 cfs Peak Elev=87.03'\n0.6 Storage=31 cf\n0.55\n0.5\n0.45\n(cfs) 0.4\nFlow\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 3 }, { "id": "p406.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.36, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p406.6", "order": 6, "type": "figure", "bbox": { "l": 63.6, "t": 358.32, "r": 552, "b": 94.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 407, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p407.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 564, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 240", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p407.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 403.68, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p407.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p407.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p407.5", "order": 5, "type": "figure", "bbox": { "l": 60.96, "t": 662.88, "r": 551.76, "b": 399.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 408, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 16, "items": [ { "id": "p408.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 738.96, "r": 563.28, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 241", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p408.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p408.3", "order": 3, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p408.4", "order": 4, "type": "table", "bbox": { "l": 51.84, "t": 663.84, "r": 445.68, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p408.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p408.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.45\n0.29\n0.25\n0.21\n0.17\n0.14\n0.11\n0.04\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p408.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.000831, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n8\n5\n4\n4\n3\n2\n2\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p408.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.01\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p408.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.45\n0.29\n0.25\n0.21\n0.17\n0.14\n0.11\n0.04\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p408.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.45\n0.29\n0.25\n0.21\n0.17\n0.14\n0.11\n0.04\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p408.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 409, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 17, "items": [ { "id": "p409.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.44, "r": 562.32, "b": 702.48 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 242", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p409.2", "order": 2, "type": "header", "bbox": { "l": 49.44, "t": 737.28, "r": 395.28, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p409.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p409.4", "order": 4, "type": "table", "bbox": { "l": 57.36, "t": 660.72, "r": 275.76, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p409.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p409.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p409.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p409.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p409.5", "order": 9, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p409.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p409.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p409.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p409.5.4", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 410, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 9, "items": [ { "id": "p410.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.2, "r": 563.28, "b": 713.76 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p410.2", "order": 2, "type": "header", "bbox": { "l": 461.28, "t": 738.96, "r": 563.28, "b": 699.6 }, "text": "YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 243", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p410.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 396.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p410.4", "order": 4, "type": "caption", "bbox": { "l": 134.4, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p410.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 660.96, "r": 257.76, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p410.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p410.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p410.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p410.6", "order": 9, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p410.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p410.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p410.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 411, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 40, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 31, "text": 3 }, "build_ms": 8, "items": [ { "id": "p411.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 564.96, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 244", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p411.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 738, "r": 388.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p411.3", "order": 3, "type": "heading", "bbox": { "l": 162.24, "t": 687.84, "r": 461.28, "b": 672.72 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p411.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 661.2, "r": 531.12, "b": 601.68 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 1.92\" for 10 YR-F event\nInflow = 2.50 cfs @ 12.11 hrs, Volume = 11,283 cf\nOutflow = 0.27 cfs @ 13.52 hrs, Volume = 9,776 cf, Atten = 89%, Lag = 84.6 min\nPrimary = 0.27 cfs @ 13.52 hrs, Volume = 9,776 cf\nRouted to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p411.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588.24, "r": 410.88, "b": 524.88 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.74' @ 13.52 hrs Surf.Area= 1,500 sf Storage= 5,607 cf\nPlug-Flow detention time= 328.9 min calculated for 9,775 cf (87% of inflow)\nCenter-of-Mass det. time= 258.1 min (1,053.5 - 795.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p411.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 514.32, "r": 558.96, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p411.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p411.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p411.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p411.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p411.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p411.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p411.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p411.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p411.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p411.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n90.00\n95.50", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p411.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n1,500\n1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p411.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.890205, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p411.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p411.7", "order": 20, "type": "table", "bbox": { "l": 48.72, "t": 415.68, "r": 558.96, "b": 187.34431500000005 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 18, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p411.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 131.159638, "b": 389.424234 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p411.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p411.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p411.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p411.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p411.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p411.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p411.7.8", "order": 28, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p411.7.9", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p411.7.10", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p411.7.11", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p411.7.12", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p411.7.13", "order": 33, "type": "table_cell", "bbox": { "l": 48.72, "t": 301.8, "r": 176.28, "b": 263.84 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p411.7.14", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p411.7.15", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p411.7.16", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171'' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p411.7.17", "order": 37, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.27 cfs @ 13.52 hrs HW=93.74' TW=87.01' (Dynamic Tailwater)\\n3=Culvert (Passes 0.27 cfs of 10.81 cfs potential flow)\\n1=Orifice (Orifice Controls 0.27 cfs @ 7.81 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p411.7.18", "order": 38, "type": "table_cell", "bbox": { "l": 73.199953, "t": 210.280846, "r": 257.412401, "b": 187.34431500000005 }, "text": "Pond 5P: BIORETENTION BASIN 1A\\nOrifice", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 6 }, { "id": "p411.8", "order": 39, "type": "figure", "bbox": { "l": 220.8, "t": 173.52, "r": 559.2, "b": 158.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p411.8.1", "order": 40, "type": "text", "bbox": { "l": 222.24, "t": 171.12, "r": 259.2, "b": 159.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 412, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p412.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 564, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 245", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p412.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 383.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p412.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p412.4", "order": 4, "type": "figure", "bbox": { "l": 61.92, "t": 675.36, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n2.50 cfs Primary\nInflow Area=70,567 sf\nPeak Elev=93.74'\n2 Storage=5,607 cf\n(cfs)\nFlow\n1\n0.27 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p412.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.84, "r": 419.28, "b": 367.68 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p412.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p412.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 413, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p413.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564, "b": 704.4 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p413.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 402.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p413.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 246", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p413.4", "order": 4, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p413.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p413.6", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 658.32, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 414, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p414.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p414.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 387.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p414.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.36, "r": 559.68, "b": 699.12 }, "text": "Page 247", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p414.4", "order": 4, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p414.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p414.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p414.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.12\n1.47\n0.21\n0.12\n0.09\n0.07\n0.07\n0.06\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p414.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n53\n242\n507\n885\n1,485\n3,230\n5,548\n4,845\n3,996\n3,223\n2,644\n2,234\n1,750\n1,606\n1,564\n1,546\n1,535\n1,529\n1,524\n1,521\n1,518\n1,516\n1,515\n1,514\n1,512\n1,512\n1,511\n1,510\n1,509\n1,509\n1,508\n1,508\n1,508\n1,507\n1,507\n1,507", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p414.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.04\n90.16\n90.34\n90.59\n90.99\n92.15\n93.70\n93.23\n92.66\n92.15\n91.76\n91.49\n91.17\n91.07\n91.04\n91.03\n91.02\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p414.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.17\n0.26\n0.24\n0.20\n0.17\n0.13\n0.10\n0.04\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 415, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 11, "items": [ { "id": "p415.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564.24, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p415.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 386.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p415.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 248", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p415.4", "order": 4, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 470.16, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p415.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 284.88, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p415.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p415.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p415.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p415.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p415.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.68, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p415.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p415.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 416, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 8, "items": [ { "id": "p416.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 738.96, "r": 562.8, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 249", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p416.2", "order": 2, "type": "header", "bbox": { "l": 49.44, "t": 737.52, "r": 395.04, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p416.3", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p416.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 257.04, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p416.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p416.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p416.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p416.5", "order": 8, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.44, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p416.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p416.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p416.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 417, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p417.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.44, "r": 563.04, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 250", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p417.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 394.32, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p417.3", "order": 3, "type": "heading", "bbox": { "l": 169.92, "t": 687.84, "r": 452.64, "b": 672.72 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p417.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 671.04, "r": 551.52, "b": 520.08 }, "text": "Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.55\" for 10 YR-F event\nInflow = 0.07 cfs @ 12.38 hrs, Volume= 854 cf\nOutflow = 0.06 cfs @ 12.74 hrs, Volume= 807 cf, Atten= 15%, Lag= 21.6 min\nPrimary = 0.06 cfs @ 12.74 hrs, Volume= 807 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.03' @ 12.74 hrs Surf.Area= 152 sf Storage= 78 cf\n\nPlug-Flow detention time= 51.5 min calculated for 807 cf (95% of inflow)\nCenter-of-Mass det. time= 26.4 min ( 1,002.9 - 976.5 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p417.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 509.28, "r": 567.6, "b": 155.52 }, "text": "#1 94.30' 307 cf Custom Stage Data (Prismatic) Listed below (Recalc)\nElevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)\n94.30 63 0 0\n95.00 148 74 74\n96.00 319 234 307\nDevice Routing Invert Outlet Devices\n#1 Device 3 94.80' 2.5\" Vert. Orifice C=0.600 Limited to weir flow at low heads\n#2 Device 3 95.50' 48.0\" x 48.0\" Horizon. Grate C=0.600\n#3 Primary 91.80' 12.0\" Round Culvert\nL=30.0' RCP, groove end projecting, Ke=0.200\nInlet / Outlet Invert=91.80' / 91.65' S=0.0050'/' Cc=0.900\nn=0.012 Concrete pipe, finished, Flow Area=0.79 sf\nPrimary OutFlow Max=0.06 cfs @ 12.74 hrs HW=95.03' TW=92.88' (Dynamic Tailwater)\n3=Culvert (Passes 0.06 cfs of 6.53 cfs potential flow)\n1=Orifice (Orifice Controls 0.06 cfs @ 1.68 fps)\n2=Grate (Controls 0.00 cfs)\nGrate Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p417.6", "order": 6, "type": "figure", "bbox": { "l": 124.56, "t": 168.24, "r": 558.24, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p417.6.1", "order": 7, "type": "text", "bbox": { "l": 128.4, "t": 159.12, "r": 164.88, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 418, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p418.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564.24, "b": 702.72 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 251", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p418.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p418.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p418.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 674.64, "r": 552.72, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.075 0.07 cfs Primary\nInflow Area=18,731 sf\n0.07\n0.065\n0.06 Peak Elev=95.03'\n0.06 cfs\nStorage=78 cf\n0.055\n0.05\n0.045\n(cfs) 0.04\nFlow\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p418.5", "order": 5, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p418.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p418.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 358.32, "r": 552, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 419, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p419.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 564, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 252", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p419.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 396, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p419.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p419.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p419.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 665.28, "r": 552.72, "b": 398.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 420, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p420.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.44, "r": 564.24, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 253", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p420.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 378.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p420.3", "order": 3, "type": "caption", "bbox": { "l": 174, "t": 687.6, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p420.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.12, "r": 330.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p420.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p420.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p420.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.204598, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n65\n60\n58\n57\n57\n56\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p420.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.94\n94.90\n94.89\n94.88\n94.88\n94.87\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p420.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 421, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p421.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 563.04, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 254", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p421.2", "order": 2, "type": "header", "bbox": { "l": 49.44, "t": 737.76, "r": 386.64, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p421.3", "order": 3, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p421.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.12, "b": 55.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p421.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 130.40477799999996 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p421.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p421.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 130.40477799999996 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p421.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p421.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 130.40477799999996 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78\n95.79", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p421.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88\n7.89", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p421.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 128.64375199999995, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p421.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 117.60375599999998, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p421.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 128.64375199999995, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p421.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 117.60375599999998, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p421.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 128.64375199999995, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p421.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 128.64375199999995, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p421.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p421.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p421.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p421.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 119.36478299999999 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p421.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p421.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p421.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p421.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p421.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p421.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p421.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p421.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p421.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p421.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p421.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p421.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p421.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p421.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p421.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p421.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p421.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 422, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p422.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.2, "r": 564.24, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC\nPage 255", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p422.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 393.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p422.3", "order": 3, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.88, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p422.4", "order": 4, "type": "table", "bbox": { "l": 54.24, "t": 668.64, "r": 469.2, "b": 63.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p422.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p422.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p422.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p422.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p422.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p422.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 423, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 63, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 55, "text": 3 }, "build_ms": 11, "items": [ { "id": "p423.1", "order": 1, "type": "header", "bbox": { "l": 360.96, "t": 739.44, "r": 562.56, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nns LLC Page 256", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p423.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738.24, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p423.3", "order": 3, "type": "heading", "bbox": { "l": 169.44, "t": 688.08, "r": 452.88, "b": 672.72 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p423.4", "order": 4, "type": "table", "bbox": { "l": 51.36, "t": 661.44, "r": 524.16, "b": 586.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 20, "cells_flagged": 5, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "22.73% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 1.78\" for 10 YR-F event" }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 5,677 cf" }, { "row": 3, "col": 3, "coverage": 0, "text": "Volume= 5,677 cf" }, { "row": 4, "col": 3, "coverage": 0, "text": "Volume= 0 cf" } ] } }, "children": [ { "id": "p423.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p423.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "38,333 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p423.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 287.76, "t": 661.44, "r": 405.96, "b": 648.92 }, "text": "22.73% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p423.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 405.96, "t": 661.44, "r": 524.16, "b": 648.92 }, "text": "Inflow Depth = 1.78\" for 10 YR-F event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p423.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p423.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "0.94 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p423.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.16 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p423.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 405.96, "t": 648.92, "r": 524.16, "b": 636.4 }, "text": "Volume= 5,677 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p423.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p423.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.27 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p423.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "12.11 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p423.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 405.96, "t": 636.4, "r": 524.16, "b": 623.88 }, "text": "Volume= 5,677 cf, Atten= 72%, Lag= 0.0 min", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p423.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p423.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.27 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p423.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "12.11 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p423.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 405.96, "t": 623.88, "r": 524.16, "b": 611.36 }, "text": "Volume= 5,677 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p423.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 199.417382, "b": 587.184155 }, "text": "Primary =\nRouted to Link 34L : POA 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p423.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p423.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.399634, "t": 609.269945, "r": 253.897136, "b": 599.18415 }, "text": "0.00 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p423.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 405.96, "t": 611.36, "r": 524.16, "b": 598.84 }, "text": "Volume= 0 cf", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 19 } ], "reading_order": 3 }, { "id": "p423.5", "order": 25, "type": "text", "bbox": { "l": 50.64, "t": 576.48, "r": 408.96, "b": 549.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.23' @ 12.60 hrs Surf.Area= 1,150 sf Storage= 548 cf", "reading_order": 4 }, { "id": "p423.6", "order": 26, "type": "text", "bbox": { "l": 50.88, "t": 540.72, "r": 410.88, "b": 513.36 }, "text": "Plug-Flow detention time=10.1 min calculated for 5,677 cf (100% of inflow) Center-of-Mass det. time=10.1 min (880.8 - 870.8)", "reading_order": 5 }, { "id": "p423.7", "order": 27, "type": "table", "bbox": { "l": 50.64, "t": 504, "r": 559.68, "b": 195.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p423.7.1", "order": 28, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p423.7.2", "order": 29, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p423.7.3", "order": 30, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p423.7.4", "order": 31, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p423.7.5", "order": 32, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p423.7.6", "order": 33, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p423.7.7", "order": 34, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p423.7.8", "order": 35, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p423.7.9", "order": 36, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p423.7.10", "order": 37, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n90.75\\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p423.7.11", "order": 38, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n1,150\\n1,150", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p423.7.12", "order": 39, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.890205, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p423.7.13", "order": 40, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p423.7.14", "order": 41, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p423.7.15", "order": 42, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p423.7.16", "order": 43, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p423.7.17", "order": 44, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p423.7.18", "order": 45, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p423.7.19", "order": 46, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 140.100814, "b": 365.424244 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p423.7.20", "order": 47, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p423.7.21", "order": 48, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p423.7.22", "order": 49, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p423.7.23", "order": 50, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p423.7.24", "order": 51, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p423.7.25", "order": 52, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p423.7.26", "order": 53, "type": "table_cell", "bbox": { "l": 50.64, "t": 307.44, "r": 152.448, "b": 279.36 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p423.7.27", "order": 54, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p423.7.28", "order": 55, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p423.7.29", "order": 56, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 7.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 '/\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p423.7.30", "order": 57, "type": "table_cell", "bbox": { "l": 70.319972, "t": 303.510068, "r": 82.24154, "b": 293.424273 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p423.7.31", "order": 58, "type": "table_cell", "bbox": { "l": 98.396766, "t": 303.510068, "r": 146.651244, "b": 293.424273 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p423.7.32", "order": 59, "type": "table_cell", "bbox": { "l": 180.346828, "t": 303.510068, "r": 209.218036, "b": 293.424273 }, "text": "90.75'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p423.7.33", "order": 60, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 514.81764, "b": 293.304273 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p423.7.34", "order": 61, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.27 cfs @ 12.11 hrs HW=90.80' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.27 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p423.7.35", "order": 62, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 478.165806, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\\n3=Culvert ( Controls 0.00 cfs)\\n1=Orifice ( Controls 0.00 cfs)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 6 }, { "id": "p423.8", "order": 63, "type": "text", "bbox": { "l": 51.12, "t": 285.36, "r": 562.08, "b": 95.52 }, "text": "Discarded OutFlow Max=0.27 cfs @ 12.11 hrs HW=90.80' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.27 cfs)\nPrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Controls 0.00 cfs)\n1=Orifice (Controls 0.00 cfs)\n2=Grate (Controls 0.00 cfs)\nPond 8P: INFILTRATION BASIN 3\nExfiltration", "attrs": { "block_label": "algorithm" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 424, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p424.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564.24, "b": 703.92 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 257", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p424.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 392.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p424.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 559.92, "b": 699.12 }, "text": "Page 257", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p424.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 688.08, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p424.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 672.48, "r": 552, "b": 399.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.94 cfs Inflow\nOutflow\nDiscarded\nInflow Area=38,333 sf Primary\n1\nPeak Elev=91.23'\nStorage=548 cf\n(cfs)\nFlow 0.27 cfs\n0.27 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p424.6", "order": 6, "type": "caption", "bbox": { "l": 208.56, "t": 381.84, "r": 410.64, "b": 367.68 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p424.7", "order": 7, "type": "figure", "bbox": { "l": 64.08, "t": 360.96, "r": 551.28, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 425, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p425.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564, "b": 702.96 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 258", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p425.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p425.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 258", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p425.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p425.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p425.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 663.36, "r": 550.8, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 426, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 15, "items": [ { "id": "p426.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 563.52, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC\nPage 259", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p426.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 385.44, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p426.3", "order": 3, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p426.4", "order": 4, "type": "table", "bbox": { "l": 52.8, "t": 666, "r": 444.72, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p426.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p426.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.14\n0.17\n0.10\n0.06\n0.04\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p426.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408266, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n1\n1\n2\n6\n270\n4\n2\n2\n2\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p426.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.76\n90.98\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p426.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.14\n0.27\n0.10\n0.06\n0.04\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p426.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18142, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.14\n0.27\n0.10\n0.06\n0.04\n0.04\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p426.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 427, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 22, "items": [ { "id": "p427.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 563.04, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 260", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p427.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p427.3", "order": 3, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p427.4", "order": 4, "type": "table", "bbox": { "l": 54.96, "t": 664.08, "r": 506.64, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p427.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p427.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p427.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p427.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p427.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p427.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p427.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p427.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 428, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p428.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 563.04, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 261", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p428.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 389.28, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p428.3", "order": 3, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.16, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p428.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 664.32, "r": 469.2, "b": 61.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p428.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p428.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p428.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p428.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p428.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p428.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 429, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 2 }, "build_ms": 14, "items": [ { "id": "p429.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.44, "r": 564.72, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 262", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p429.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.76, "r": 385.92, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p429.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.84, "r": 465.12, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p429.4", "order": 4, "type": "text", "bbox": { "l": 48.96, "t": 663.84, "r": 529.44, "b": 523.68 }, "text": "Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 1.05 cfs @ 12.12 hrs, Volume= 4,208 cf\nOutflow = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf, Atten= 20%, Lag= 3.1 min\nPrimary = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.85' @ 12.17 hrs Surf.Area= 9,225 sf Storage= 1,015 cf\n\nPlug-Flow detention time= 85.6 min calculated for 4,204 cf (100% of inflow)\nCenter-of-Mass det. time= 84.9 min ( 831.3 - 746.4 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p429.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 516.96, "r": 557.52, "b": 237.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p429.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p429.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p429.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p429.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p429.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p429.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p429.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p429.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.344, "t": 497.0229, "r": 557.52, "b": 477.0857 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p429.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p429.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p429.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p429.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.344, "t": 477.0857, "r": 557.52, "b": 457.1486 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p429.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p429.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p429.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p429.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.344, "t": 457.1486, "r": 557.52, "b": 437.2114 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p429.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.2114, "r": 153.168, "b": 417.2743 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p429.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.2114, "r": 254.256, "b": 417.2743 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p429.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p429.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p429.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p429.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p429.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p429.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p429.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p429.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p429.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p429.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p429.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p429.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p429.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p429.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p429.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p429.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p429.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p429.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p429.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p429.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p429.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p429.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p429.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p429.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p429.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p429.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p429.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p429.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p429.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p429.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p429.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p429.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "3,075", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p429.5.51", "order": 56, 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}, { "id": "p429.5.55", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p429.5.56", "order": 61, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p429.6", "order": 62, "type": "table", "bbox": { "l": 52.08, "t": 228.72, "r": 555.6, "b": 127.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": 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"table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p429.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p429.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p429.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p429.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p429.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p429.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p429.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p429.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p429.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.58, "r": 177.96, "b": 127.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p429.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p429.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p429.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.58, "r": 555.6, "b": 127.2 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p429.7", "order": 79, "type": "text", "bbox": { "l": 51.84, "t": 120.96, "r": 493.92, "b": 69.84 }, "text": "Primary OutFlow Max=0.83 cfs @ 12.17 hrs HW=94.85' TW=92.12' (Dynamic Tailwater)\n3=Culvert (Passes 0.83 cfs of 6.53 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.69 fps)\n2=Grate (Weir Controls 0.67 cfs @ 0.77 fps)", "reading_order": 6 } ] }, { "document_id": 12617, "page": 430, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p430.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 564.96, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 263", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p430.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p430.3", "order": 3, "type": "figure", "bbox": { "l": 52.56, "t": 679.2, "r": 559.92, "b": 600.96 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "children": [ { "id": "p430.3.1", "order": 4, "type": "text", "bbox": { "l": 54, "t": 675.36, "r": 283.92, "b": 640.08 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "reading_order": 0 } ], "reading_order": 2 }, { "id": "p430.4", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 570.96, "r": 557.76, "b": 306.24 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1.05 cfs Primary\nInflow Area=8,276 sf\n1\n0.83 cfs Peak Elev=94.85'\nStorage=1,015 cf\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "children": [ { "id": "p430.4.1", "order": 6, "type": "caption", "bbox": { "l": 251.52, "t": 569.52, "r": 305.04, "b": 557.52 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p430.4.2", "order": 7, "type": "caption", "bbox": { "l": 64.56, "t": 449.04, "r": 74.88, "b": 410.64 }, "text": "Flow (cfs)", "attrs": { "block_label": "figure_title" }, "reading_order": 1 } ], "reading_order": 3 }, { "id": "p430.5", "order": 8, "type": "footnote", "bbox": { "l": 83.52, "t": 323.28, "r": 479.76, "b": 303.12 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 431, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p431.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 564, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 264", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p431.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 391.92, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p431.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 687.84, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p431.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.76, "r": 553.2, "b": 396.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p431.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p431.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p431.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.8, "r": 553.2, "b": 94.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 432, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p432.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC\nPage 265", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p432.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 380.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p432.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.84, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p432.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p432.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p432.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.02\n0.03\n0.05\n0.60\n0.06\n0.03\n0.02\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p432.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n23\n83\n118\n151\n206\n728\n647\n329\n179\n138\n124\n113\n58\n38\n28\n22\n18\n15\n13\n12\n11\n10\n9\n8\n8\n7\n7\n6\n6\n5\n5\n5\n5\n5\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p432.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.82\n93.87\n93.90\n93.92\n93.97\n94.54\n94.37\n94.07\n93.95\n93.91\n93.90\n93.89\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p432.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.02\n0.02\n0.04\n0.13\n0.11\n0.07\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 433, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 18, "items": [ { "id": "p433.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 563.52, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 266", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p433.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p433.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p433.4", "order": 4, "type": "table", "bbox": { "l": 55.44, "t": 662.64, "r": 401.28, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p433.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p433.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p433.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p433.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p433.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p433.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"id": "p434.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 724.8, "r": 560.64, "b": 699.84 }, "text": "Printed 12/19/2025\nPage 267", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p434.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p434.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p434.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p434.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p434.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p434.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p434.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p434.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 435, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 16, "items": [ { "id": "p435.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.68, "r": 564.48, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC\nPage 268", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p435.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 390.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p435.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p435.4", "order": 4, "type": "text", "bbox": { "l": 48.96, "t": 664.32, "r": 528.24, "b": 524.4 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 1.10 cfs @ 12.12 hrs, Volume= 4,430 cf\nOutflow = 0.94 cfs @ 12.16 hrs, Volume= 4,426 cf, Atten= 15%, Lag= 2.4 min\nPrimary = 0.94 cfs @ 12.16 hrs, Volume= 4,426 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.86' @ 12.16 hrs Surf.Area= 8,889 sf Storage= 994 cf\n\nPlug-Flow detention time= 80.1 min calculated for 4,426 cf (100% of inflow)\nCenter-of-Mass det. time= 79.5 min ( 825.8 - 746.4 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p435.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 517.44, "r": 557.52, "b": 237.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p435.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p435.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p435.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p435.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p435.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p435.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p435.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p435.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.344, "t": 497.4514, "r": 557.52, "b": 477.4629 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p435.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p435.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p435.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p435.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.344, "t": 477.4629, "r": 557.52, "b": 457.4743 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p435.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p435.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p435.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p435.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.344, "t": 457.4743, "r": 557.52, "b": 437.4857 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p435.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.4857, "r": 153.168, "b": 417.4971 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p435.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.4857, "r": 254.256, "b": 417.4971 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p435.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p435.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p435.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p435.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p435.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p435.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p435.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p435.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p435.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p435.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p435.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p435.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p435.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p435.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p435.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p435.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p435.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p435.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p435.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p435.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p435.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p435.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p435.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p435.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p435.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p435.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p435.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p435.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p435.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p435.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p435.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p435.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p435.5.51", "order": 56, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p435.5.52", "order": 57, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p435.5.53", "order": 58, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p435.5.54", "order": 59, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p435.5.55", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p435.5.56", "order": 61, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p435.6", "order": 62, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.6, "b": 127.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p435.6.1", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p435.6.2", "order": 64, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p435.6.3", "order": 65, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p435.6.4", "order": 66, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p435.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p435.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p435.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p435.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p435.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p435.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p435.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p435.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p435.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.64, "r": 177.96, "b": 127.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p435.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p435.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p435.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.64, "r": 555.6, "b": 127.2 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p435.7", "order": 79, "type": "footnote", "bbox": { "l": 52.8, "t": 121.44, "r": 494.64, "b": 69.6 }, "text": "Primary OutFlow Max=0.94 cfs @ 12.16 hrs HW=94.86' TW=90.90' (Dynamic Tailwater)\n3=Culvert (Passes 0.94 cfs of 7.22 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.71 fps)\n2=Grate (Weir Controls 0.78 cfs @ 0.80 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 436, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 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"footnote", "bbox": { "l": 83.76, "t": 323.04, "r": 479.76, "b": 303.36 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 437, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p437.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 564, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 270", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p437.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 390.48, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p437.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 672.96 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p437.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.68, "r": 552.96, "b": 397.44 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p437.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.2 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p437.6", "order": 6, "type": "caption", "bbox": { "l": 237.6, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p437.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360, "r": 552, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 438, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p438.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.48, "b": 711.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p438.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 380.64, "b": 699.36 }, "text": "Analysis - Proposed Conditions NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p438.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 271", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p438.4", "order": 4, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p438.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p438.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p438.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.02\n0.03\n0.06\n0.63\n0.06\n0.03\n0.02\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p438.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n24\n84\n118\n151\n207\n755\n630\n322\n175\n136\n123\n111\n55\n36\n26\n21\n17\n14\n13\n11\n10\n9\n8\n8\n7\n7\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p438.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.82\n93.87\n93.90\n93.93\n93.97\n94.67\n94.38\n94.07\n93.95\n93.92\n93.90\n93.89\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p438.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.14\n0.11\n0.07\n0.03\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 439, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 15, "items": [ { "id": "p439.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p439.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p439.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 272", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p439.4", "order": 4, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p439.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.88, "r": 400.08, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p439.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p439.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p439.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p439.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p439.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p439.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 440, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p440.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.92, "r": 564, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p440.2", "order": 2, "type": "header", "bbox": { "l": 445.92, "t": 739.44, "r": 564, "b": 699.12 }, "text": "10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 273", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p440.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p440.4", "order": 4, "type": "caption", "bbox": { "l": 141.84, "t": 687.84, "r": 481.68, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p440.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.64, "r": 456.96, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p440.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p440.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p440.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p440.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p440.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p440.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 441, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 24, "title": 1 }, "build_ms": 6, "items": [ { "id": "p441.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 739.2, "r": 562.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 274", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p441.2", "order": 2, "type": "heading", "bbox": { "l": 165.84, "t": 688.08, "r": 456.72, "b": 672.48 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p441.3", "order": 3, "type": "table", "bbox": { "l": 48.72, "t": 672, "r": 561.6, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 24, "n_cols": 4, "integrity": { "cells_checked": 24, "cells_flagged": 15, "flags": [ { "row": 3, "col": 0, "coverage": 0.5, "text": "Discarded = 0.13 cfs @ 14.16 hrs, Volume= 5,011 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf" }, { "row": 8, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 9, "col": 0, "coverage": 0, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed belo…" }, { "row": 10, "col": 0, "coverage": 0, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cub…" }, { "row": 11, "col": 0, "coverage": 0, "text": "91.65 520 0 0" }, { "row": 12, "col": 0, "coverage": 0, "text": "92.00 651 205 205" }, { "row": 13, "col": 0, "coverage": 0, "text": "93.00 1,094 873 1,077" }, { "row": 14, "col": 0, "coverage": 0, "text": "94.00 1,629 1,362 2,439" }, { "row": 15, "col": 0, "coverage": 0, "text": "95.00 2,249 1,939 4,378" }, { "row": 16, "col": 0, "coverage": 0, "text": "Device Routing Invert Outlet Devices" }, { "row": 17, "col": 0, "coverage": 0.06, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to w…" } ] } }, "children": [ { "id": "p441.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 48.72, "t": 672, "r": 561.6, "b": 652.2116 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 2.23\" for 10 YR-F event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p441.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 48.72, "t": 652.2116, "r": 561.6, "b": 632.4232 }, "text": "Inflow = 0.83 cfs @ 12.17 hrs, Volume= 5,011 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p441.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 48.72, "t": 632.4232, "r": 561.6, "b": 612.6348 }, "text": "Outflow = 0.13 cfs @ 14.16 hrs, Volume= 5,011 cf, Atten= 84%, Lag= 119.3 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p441.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 48.72, "t": 612.6348, "r": 561.6, "b": 592.8465 }, "text": "Discarded = 0.13 cfs @ 14.16 hrs, Volume= 5,011 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p441.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 48.72, "t": 592.8465, "r": 561.6, "b": 573.0581 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p441.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 199.417382, "b": 587.184155 }, "text": "Routed to Link 33L : POA 2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p441.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.12' @ 14.16 hrs Surf.Area= 1,156 sf Storage= 1,207 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p441.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 86.8 min calculated for 5,011 cf (100% of inflow)\nCenter-of-Mass det. time= 86.8 min ( 945.7 - 858.9 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p441.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 48.72, "t": 474.1161, "r": 561.6, "b": 454.3277 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p441.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 48.72, "t": 454.3277, "r": 561.6, "b": 434.5394 }, "text": "#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 9 }, { "id": "p441.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 48.72, "t": 434.5394, "r": 561.6, "b": 414.751 }, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 10 }, { "id": "p441.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 48.72, "t": 414.751, "r": 561.6, "b": 394.9626 }, "text": "91.65 520 0 0", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 11 }, { "id": "p441.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 48.72, "t": 394.9626, "r": 561.6, "b": 375.1742 }, "text": "92.00 651 205 205", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 12 }, { "id": "p441.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 48.72, "t": 375.1742, "r": 561.6, "b": 355.3858 }, "text": "93.00 1,094 873 1,077", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 13 }, { "id": "p441.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 48.72, "t": 355.3858, "r": 561.6, "b": 335.5974 }, "text": "94.00 1,629 1,362 2,439", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 14 }, { "id": "p441.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 48.72, "t": 335.5974, "r": 561.6, "b": 315.809 }, "text": "95.00 2,249 1,939 4,378", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 15 }, { "id": "p441.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 48.72, "t": 315.809, "r": 561.6, "b": 296.0206 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p441.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 48.72, "t": 296.0206, "r": 561.6, "b": 276.2323 }, "text": "#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 }, { "id": "p441.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 48.72, "t": 276.2323, "r": 561.6, "b": 256.4439 }, "text": "#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 18 }, { "id": "p441.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 48.72, "t": 256.4439, "r": 561.6, "b": 236.6555 }, "text": "#3 Primary 93.65' 12.0\" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 19 }, { "id": "p441.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 220.680155, "t": 291.510072, "r": 509.362546, "b": 269.42428199999995 }, "text": "Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 /' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p441.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 48.72, "t": 197.0787, "r": 561.6, "b": 177.2903 }, "text": "#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 21 }, { "id": "p441.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.13 cfs @ 14.16 hrs HW=93.12' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.13 cfs)", "attrs": { "row": 22, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p441.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 478.165806, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)\n3=Culvert ( Controls 0.00 cfs)\n1=Orifice ( Controls 0.00 cfs)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 23, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 442, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p442.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 564.24, "b": 704.4 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p442.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p442.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 560.4, "b": 698.88 }, "text": "Page 275", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p442.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p442.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 671.52, "r": 552, "b": 401.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.83 cfs Inflow\nOutflow\nDiscarded\nInflow Area=27,007 sf Primary\n0.9\n0.85 Peak Elev=93.12'\n0.8\n0.75 Storage=1,207 cf\n0.7\n0.65\n0.6\n0.55\n(cfs) 0.5\n0.45\nFlow 0.4\n0.35\n0.3\n0.13 cfs\n0.25 0.13 cfs\n0.2\n0.15\n0.1\n0.05 0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p442.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p442.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 360.48, "r": 551.28, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 443, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p443.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 564, "b": 702.96 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 276", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p443.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 398.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p443.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.92, "b": 698.88 }, "text": "Page 276", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p443.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p443.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p443.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 663.36, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 444, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7, "text": 1 }, "build_ms": 15, "items": [ { "id": "p444.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 564, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p444.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 389.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p444.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 277", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p444.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p444.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 666, "r": 444.48, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p444.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p444.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.02\n0.04\n0.13\n0.14\n0.09\n0.05\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p444.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.716038, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n1\n1\n2\n4\n68\n1,204\n1,063\n695\n297\n13\n2\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p444.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591697, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.65\n91.65\n91.66\n91.78\n93.11\n92.99\n92.62\n92.13\n91.68\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p444.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.783466, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.02\n0.04\n0.06\n0.13\n0.12\n0.11\n0.08\n0.06\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p444.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.18058, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.02\n0.02\n0.04\n0.06\n0.13\n0.12\n0.11\n0.08\n0.06\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p444.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 445, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 14, "items": [ { "id": "p445.1", "order": 1, "type": "text", "bbox": { "l": 52.32, "t": 738.72, "r": 564.24, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 278", "reading_order": 0 }, { "id": "p445.2", "order": 2, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p445.3", "order": 3, "type": "table", "bbox": { "l": 55.2, "t": 665.28, "r": 507.36, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p445.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p445.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p445.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p445.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p445.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p445.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p445.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p445.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 446, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p446.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 738.96, "r": 562.32, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 279", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p446.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p446.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p446.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 661.44, "r": 255.84, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p446.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p446.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p446.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p446.5", "order": 8, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p446.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p446.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p446.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 447, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 30, "text": 5 }, "build_ms": 7, "items": [ { "id": "p447.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 564.72, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 280", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p447.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p447.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p447.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 661.44, "r": 531.12, "b": 601.44 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.55\" for 10 YR-F event\nInflow = 0.10 cfs @ 12.57 hrs, Volume = 1,351 cf\nOutflow = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf, Atten = 33%, Lag = 44.9 min\nPrimary = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf\nRouted to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p447.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 588.24, "r": 407.28, "b": 523.68 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.07' @ 13.32 hrs Surf.Area= 480 sf Storage= 204 cf\nPlug-Flow detention time= 82.4 min calculated for 1,251 cf (93% of inflow)\nCenter-of-Mass det. time= 49.0 min (1,029.7 - 980.8)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p447.6", "order": 6, "type": "table", "bbox": { "l": 51.12, "t": 517.44, "r": 559.44, "b": 233.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p447.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p447.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p447.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p447.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p447.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p447.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p447.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p447.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p447.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p447.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p447.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p447.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p447.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p447.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p447.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p447.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p447.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p447.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p447.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p447.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p447.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p447.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p447.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p447.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p447.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p447.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 51.12, "t": 285.3382, "r": 152.784, "b": 259.5491 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p447.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p447.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p447.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p447.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.07 cfs @ 13.32 hrs HW=94.07' TW=91.14' (Dynamic Tailwater)\\n3=Culvert (Passes 0.07 cfs of 7.85 cfs potential flow)\\n1=Orifice (Orifice Controls 0.07 cfs @ 1.96 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p447.7", "order": 37, "type": "figure", "bbox": { "l": 52.56, "t": 222.48, "r": 384.48, "b": 188.64 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p447.7.1", "order": 38, "type": "text", "bbox": { "l": 333.12, "t": 220.32, "r": 384, "b": 190.8 }, "text": "Grate\nOrifice", "reading_order": 0 }, { "id": "p447.7.2", "order": 39, "type": "text", "bbox": { "l": 71.76, "t": 200.4, "r": 249.84, "b": 189.6 }, "text": "Pond 42P · BIORENTION BASIN 3A", "reading_order": 1 } ], "reading_order": 6 }, { "id": "p447.8", "order": 40, "type": "figure", "bbox": { "l": 329.28, "t": 168, "r": 559.2, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p447.8.1", "order": 41, "type": "text", "bbox": { "l": 329.76, "t": 158.88, "r": 366, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 448, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p448.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.92, "r": 564.24, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 281", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p448.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p448.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.48, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p448.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 666.72, "r": 553.44, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.11 0.10 cfs Primary\n0.105\n0.1 Inflow Area=29,621 sf\n0.095\n0.09 Peak Elev=94.07'\n0.085\nStorage=204 cf\n0.08\n0.075 0.07 cfs\n0.07\n0.065\n(cfs) 0.06\n0.055\nFlow 0.05\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p448.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p448.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 358.56, "r": 551.52, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 449, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p449.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 564, "b": 702 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 282", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p449.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 396, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p449.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p449.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p449.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 664.56, "r": 552.96, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 450, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p450.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.92, "r": 564, "b": 702.72 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 283", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p450.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 382.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p450.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 698.88 }, "text": "Page 283", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p450.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p450.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p450.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p450.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.03\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p450.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n0\n184\n149\n140\n136\n134\n131\n107\n103\n102\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p450.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592537, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n94.03\n93.94\n93.92\n93.91\n93.90\n93.89\n93.82\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p450.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784306, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.06\n0.03\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 451, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p451.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 563.04, "b": 702 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 284", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p451.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 385.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p451.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p451.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.36, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p451.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p451.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p451.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p451.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p451.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p451.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p451.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p451.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p451.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p451.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p451.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p451.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p451.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p451.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p451.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p451.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p451.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p451.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p451.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p451.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p451.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p451.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p451.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p451.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p451.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p451.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p451.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p451.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p451.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p451.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p451.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p451.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p451.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 452, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p452.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 564, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC\nPage 285", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p452.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p452.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p452.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 672.72, "r": 469.68, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p452.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p452.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p452.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p452.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p452.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p452.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 453, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 3, "header": 2, "heading": 1, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 1, "items": [ { "id": "p453.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.2, "r": 563.04, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 286", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p453.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p453.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p453.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 660, "r": 518.4, "b": 621.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 2, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "27.76% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 0.00\" for 10 YR-F event" } ] } }, "children": [ { "id": "p453.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p453.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "73,567 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p453.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 285.36, "t": 660, "r": 401.88, "b": 647.2 }, "text": "27.76% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p453.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 401.88, "t": 660, "r": 518.4, "b": 647.2 }, "text": "Inflow Depth = 0.00\" for 10 YR-F event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p453.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 90.922534, "b": 623.184141 }, "text": "Inflow =\nPrimary =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p453.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.276777, "t": 645.269931, "r": 183.821462, "b": 623.184141 }, "text": "0.00 cfs @\n0.00 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p453.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 212.399634, "t": 645.269931, "r": 253.897458, "b": 623.184141 }, "text": "0.00 hrs,\n0.00 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p453.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 369.955963, "t": 645.269931, "r": 390.33837, "b": 623.184141 }, "text": "0 cf\n0 cf,", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p453.5", "order": 13, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p453.6", "order": 14, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p453.7", "order": 15, "type": "figure", "bbox": { "l": 61.2, "t": 507.36, "r": 552.24, "b": 232.56 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=73,567 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 }, { "id": "p453.8", "order": 16, "type": "footnote", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p453.9", "order": 17, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p453.10", "order": 18, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 345.84 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p453.11", "order": 19, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 454, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 24, "items": [ { "id": "p454.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p454.2", "order": 2, "type": "header", "bbox": { "l": 469.44, "t": 738.96, "r": 562.56, "b": 699.36 }, "text": "R-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 287", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p454.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 384.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p454.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p454.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p454.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p454.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p454.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p454.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p454.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p454.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p454.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p454.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p454.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 455, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 3, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p455.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p455.2", "order": 2, "type": "header", "bbox": { "l": 455.28, "t": 738.72, "r": 564, "b": 699.36 }, "text": "YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 288", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p455.3", "order": 3, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p455.4", "order": 4, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p455.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660, "r": 518.16, "b": 622.08 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00\" for 10 YR-F event\nInflow = 0.00 cfs @ 0.00 hrs, Volume = 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume = 0 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 4 }, { "id": "p455.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 5 }, { "id": "p455.7", "order": 7, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p455.8", "order": 8, "type": "figure", "bbox": { "l": 61.2, "t": 506.64, "r": 552.24, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=27,007 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p455.8.1", "order": 9, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p455.9", "order": 10, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p455.10", "order": 11, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p455.11", "order": 12, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 456, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 23, "items": [ { "id": "p456.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p456.2", "order": 2, "type": "header", "bbox": { "l": 470.4, "t": 738.96, "r": 562.8, "b": 699.36 }, "text": "R-F Rainfall=6.34\"\nprinted 12/19/2025\nPage 289", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p456.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 384.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p456.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p456.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p456.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p456.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p456.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p456.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p456.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.36, "r": 469.2, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p456.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p456.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p456.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p456.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 457, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p457.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 563.28, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 290", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p457.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p457.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p457.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 659.76, "r": 518.16, "b": 622.08 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00\" for 10 YR-F event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p457.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.12, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p457.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p457.7", "order": 7, "type": "figure", "bbox": { "l": 60.96, "t": 506.4, "r": 552.48, "b": 232.32 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1 Primary\nInflow Area=38,333 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p457.7.1", "order": 8, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p457.8", "order": 9, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 }, { "id": "p457.9", "order": 10, "type": "footnote", "bbox": { "l": 65.04, "t": 384, "r": 74.16, "b": 346.08 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p457.10", "order": 11, "type": "footnote", "bbox": { "l": 84.96, "t": 257.28, "r": 478.8, "b": 238.08 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 458, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p458.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.68, "r": 563.76, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p458.2", "order": 2, "type": "header", "bbox": { "l": 469.44, "t": 738.96, "r": 562.8, "b": 699.36 }, "text": "R-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 291", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p458.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 384.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p458.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.72 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p458.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p458.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p458.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p458.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p458.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p458.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 469.2, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p458.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p458.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p458.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p458.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 459, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 34, "counts_by_type": { "footer": 1, "table": 1, "table_cell": 30, "text": 2 }, "build_ms": 7, "items": [ { "id": "p459.1", "order": 1, "type": "text", "bbox": { "l": 104.64, "t": 687.84, "r": 508.08, "b": 650.4 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p459.2", "order": 2, "type": "table", "bbox": { "l": 48.48, "t": 673.68, "r": 559.92, "b": 69.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 30, "cells_flagged": 8, "flags": [ { "row": 1, "col": 0, "coverage": 0.33, "text": "Subcatchment2S: DA-P1 PERVOUS" }, { "row": 2, "col": 0, "coverage": 0.33, "text": "Subcatchment3S: DA-P3 PERVOUS" }, { "row": 3, "col": 0, "coverage": 0.33, "text": "Subcatchment4S: DA-P2 PERVOUS" }, { "row": 4, "col": 0, "coverage": 0.33, "text": "Subcatchment6S: DA-P3 IMPERVOUS" }, { "row": 5, "col": 0, "coverage": 0.33, "text": "Subcatchment7S: DA-P2 IMPERVOUS" }, { "row": 6, "col": 0, "coverage": 0.33, "text": "Subcatchment8S: DA-P1 IMPERVOUS" }, { "row": 12, "col": 0, "coverage": 0.5, "text": "Pond 10P: PERVOUS PAVEMENT2B" }, { "row": 13, "col": 0, "coverage": 0.5, "text": "Pond 15P: PERVOUS PAVEMENT3B" } ] } }, "children": [ { "id": "p459.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 107.520002, "t": 673.22992, "r": 506.399384, "b": 651.14413 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p459.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 48.48, "t": 638.16, "r": 304.2, "b": 602.64 }, "text": "Subcatchment2S: DA-P1 PERVOUS", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p459.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 248.705572, "t": 637.323548, "r": 555.253446, "b": 616.044584 }, "text": "Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=1.83\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=1.06 cfs 8,124 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p459.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 48.48, "t": 602.64, "r": 304.2, "b": 567.12 }, "text": "Subcatchment3S: DA-P3 PERVOUS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p459.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 248.705572, "t": 601.323563, "r": 555.253417, "b": 580.044598 }, "text": "Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=1.83\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.66 cfs 4,528 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p459.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 48.48, "t": 567.12, "r": 304.2, "b": 531.6 }, "text": "Subcatchment4S: DA-P2 PERVOUS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p459.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 304.2, "t": 567.12, "r": 559.92, "b": 531.6 }, "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=1.83\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.49 cfs 2,863 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p459.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 48.48, "t": 531.6, "r": 304.2, "b": 496.08 }, "text": "Subcatchment6S: DA-P3 IMPERVOUS", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p459.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 254.22557, "t": 529.3235910000001, "r": 555.180925, "b": 508.044627 }, "text": "Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=9.24\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.65 cfs 6,708 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p459.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 48.48, "t": 496.08, "r": 304.2, "b": 460.56 }, "text": "Subcatchment7S: DA-P2 IMPERVOUS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p459.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 254.22557, "t": 493.323606, "r": 555.181019, "b": 472.044642 }, "text": "Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=9.24\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.57 cfs 6,372 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p459.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 48.48, "t": 460.56, "r": 304.2, "b": 425.04 }, "text": "Subcatchment8S: DA-P1 IMPERVOUS", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p459.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 304.2, "t": 460.56, "r": 559.92, "b": 425.04 }, "text": "Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=9.24\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=3.73 cfs 13,416 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p459.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 48.48, "t": 425.04, "r": 304.2, "b": 389.52 }, "text": "Subcatchment14S: LOT 11 Roof", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p459.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 259.745568, "t": 421.323635, "r": 555.079144, "b": 400.04467 }, "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.69 cfs 2,310 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p459.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 48.48, "t": 389.52, "r": 559.92, "b": 354 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 Discarded=0.57 cfs 22,343 cf Primary=0.00 cfs 0 cf Outflow=0.57 cfs 22,343 cf", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p459.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 48.48, "t": 354, "r": 304.2, "b": 318.48 }, "text": "Pond 5P: BIORETENTIONBASIN 1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p459.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 277.559848, "t": 349.323663, "r": 555.506558, "b": 340.044694 }, "text": "Peak Elev=95.10' Storage=7,644 cf Inflow=4.20 cfs 21,540 cf Outflow=1.89 cfs 20,033 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p459.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 48.48, "t": 318.48, "r": 304.2, "b": 282.96 }, "text": "Pond 6P: BIORETENTIONBASIN 2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p459.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 291.360176, "t": 313.323678, "r": 555.597439, "b": 304.044709 }, "text": "Peak Elev=95.54' Storage=178 cf Inflow=0.49 cfs 2,863 cf Outflow=0.49 cfs 2,817 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p459.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 48.48, "t": 282.96, "r": 559.92, "b": 247.44 }, "text": "Pond 8P: INFILTRATIONBASIN 3 Discarded=0.27 cfs 10,720 cf Primary=0.07 cfs 413 cf Outflow=0.34 cfs 11,133 cf", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 20 }, { "id": "p459.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 48.48, "t": 247.44, "r": 304.2, "b": 211.92 }, "text": "Pond 10P: PERVOUS PAVEMENT2B", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p459.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 283.079805, "t": 241.323707, "r": 555.542737, "b": 232.04473800000005 }, "text": "Peak Elev=94.88' Storage=1,105 cf Inflow=1.57 cfs 6,372 cf Outflow=1.44 cfs 6,368 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p459.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 48.48, "t": 211.92, "r": 304.2, "b": 176.4 }, "text": "Pond 15P: PERVOUS PAVEMENT3B", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p459.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 283.079547, "t": 205.32372099999998, "r": 555.542479, "b": 196.04475200000002 }, "text": "Peak Elev=94.89' Storage=1,076 cf Inflow=1.65 cfs 6,708 cf Outflow=1.53 cfs 6,704 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p459.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 48.48, "t": 176.4, "r": 559.92, "b": 140.88 }, "text": "Pond 33P: INFILTRATIONBASIN 2 Discarded=0.20 cfs 8,204 cf Primary=0.10 cfs 981 cf Outflow=0.29 cfs 9,185 cf", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 25 }, { "id": "p459.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 48.48, "t": 140.88, "r": 304.2, "b": 105.36 }, "text": "Pond 42P: BIORENTIONBASIN 3A", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p459.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 291.360075, "t": 133.32375000000002, "r": 555.597338, "b": 124.04478099999994 }, "text": "Peak Elev=94.54' Storage=532 cf Inflow=0.66 cfs 4,528 cf Outflow=0.60 cfs 4,429 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p459.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 53.999978, "t": 97.12089100000003, "r": 131.79855, "b": 87.02435500000001 }, "text": "Link 32L: POA1", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p459.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 461.225487, "t": 97.32376399999998, "r": 556.950041, "b": 76.04480000000001 }, "text": "Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 1 }, { "id": "p459.3", "order": 33, "type": "text", "bbox": { "l": 113.52, "t": 663.36, "r": 501.12, "b": 650.88 }, "text": "puy,", "reading_order": 2 }, { "id": "p459.4", "order": 34, "type": "footer", "bbox": { "l": 46.32, "t": 738.72, "r": 561.6, "b": 700.56 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nPage 292", "attrs": { "block_label": "footer" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 460, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p460.1", "order": 1, "type": "text", "bbox": { "l": 51.12, "t": 695.04, "r": 571.68, "b": 589.92 }, "text": "Link 33L: POA2\n\nLink 34L: POA3\n\nTotal Runoff Area = 138,907 sf Runoff Volume = 44,322 cf Average Runoff Depth = 3.83\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p460.2", "order": 2, "type": "footer", "bbox": { "l": 46.56, "t": 739.44, "r": 560.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 293", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 461, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p461.1", "order": 1, "type": "header", "bbox": { "l": 350.16, "t": 739.2, "r": 563.52, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 294", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p461.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 394.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p461.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p461.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.64, "b": 633.6 }, "text": "Runoff = 1.06 cfs @ 12.28 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p461.5", "order": 5, "type": "text", "bbox": { "l": 346.8, "t": 660.24, "r": 463.68, "b": 646.32 }, "text": "8,124 cf, Depth= 1.83\"", "reading_order": 4 }, { "id": "p461.6", "order": 6, "type": "text", "bbox": { "l": 50.16, "t": 623.76, "r": 611.76, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p461.7", "order": 7, "type": "figure", "bbox": { "l": 53.28, "t": 587.52, "r": 560.4, "b": 59.52 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nHydrograph\nRunoff\n1.06 cfs\n1 NOAA 24-hr D\n100 YR-C Rainfall=9.48\"\nRunoff Area=1.220 ac\nRunoff Volume=8,124 cf\n(cfs) Runoff Depth=1.83\"\nFlow Flow Length=525'\nTc=14.2 min\nCN=39/0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p461.7.1", "order": 8, "type": "caption", "bbox": { "l": 198, "t": 349.68, "r": 420.96, "b": 333.6 }, "text": "Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p461.8", "order": 9, "type": "table", "bbox": { "l": 52.56, "t": 586.56, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p461.8.1", "order": 10, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p461.8.2", "order": 11, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p461.8.3", "order": 12, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p461.8.4", "order": 13, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "1.220", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p461.8.5", "order": 14, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p461.8.6", "order": 15, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p461.8.7", "order": 16, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "1.220", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p461.8.8", "order": 17, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p461.8.9", "order": 18, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p461.8.10", "order": 19, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p461.8.11", "order": 20, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p461.8.12", "order": 21, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p461.8.13", "order": 22, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p461.8.14", "order": 23, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p461.8.15", "order": 24, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p461.8.16", "order": 25, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "9.0", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p461.8.17", "order": 26, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "78", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p461.8.18", "order": 27, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0350", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p461.8.19", "order": 28, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.14", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p461.8.20", "order": 29, "type": "table_cell", "bbox": { "l": 342.0686, "t": 507.36, "r": 414.4457, "b": 487.56 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p461.8.21", "order": 30, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 473.424201 }, "text": "Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p461.8.22", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 471.51, "r": 89.541931, "b": 461.424205 }, "text": "2.9", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p461.8.23", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 471.51, "r": 132.841024, "b": 461.424205 }, "text": "175", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p461.8.24", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 471.51, "r": 176.178176, "b": 461.424205 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p461.8.25", "order": 34, "type": "table_cell", "bbox": { "l": 203.147723, "t": 471.51, "r": 224.010468, "b": 461.424205 }, "text": "0.99", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p461.8.26", "order": 35, "type": "table_cell", "bbox": { "l": 342.0686, "t": 487.56, "r": 414.4457, "b": 467.76 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p461.8.27", "order": 36, "type": "table_cell", "bbox": { "l": 286.680137, "t": 471.400741, "r": 446.677877, "b": 449.42421 }, "text": "Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p461.8.28", "order": 37, "type": "table_cell", "bbox": { "l": 74.63997, "t": 447.51001, "r": 89.541931, "b": 437.424215 }, "text": "2.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p461.8.29", "order": 38, "type": "table_cell", "bbox": { "l": 114.958671, "t": 447.51001, "r": 132.841024, "b": 437.424215 }, "text": "272", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p461.8.30", "order": 39, "type": "table_cell", "bbox": { "l": 197.3143, "t": 467.76, "r": 269.6914, "b": 447.96 }, "text": "", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p461.8.31", "order": 40, "type": "table_cell", "bbox": { "l": 203.154048, "t": 447.51001, "r": 224.016793, "b": 437.424215 }, "text": "2.00", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p461.8.32", "order": 41, "type": "table_cell", "bbox": { "l": 342.0686, "t": 467.76, "r": 414.4457, "b": 447.96 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p461.8.33", "order": 42, "type": "table_cell", "bbox": { "l": 286.680137, "t": 447.400751, "r": 403.451471, "b": 437.304215 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p461.8.34", "order": 43, "type": "table_cell", "bbox": { "l": 68.759972, "t": 433.590016, "r": 89.622717, "b": 423.504221 }, "text": "14.2", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p461.8.35", "order": 44, "type": "table_cell", "bbox": { "l": 114.957015, "t": 433.590016, "r": 132.839367, "b": 423.504221 }, "text": "525", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p461.8.36", "order": 45, "type": "table_cell", "bbox": { "l": 143.392207, "t": 433.590016, "r": 167.224623, "b": 423.504221 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p461.8.37", "order": 46, "type": "table_cell", "bbox": { "l": 269.6914, "t": 447.96, "r": 342.0686, "b": 428.16 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p461.8.38", "order": 47, "type": "table_cell", "bbox": { "l": 342.0686, "t": 447.96, "r": 414.4457, "b": 428.16 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p461.8.39", "order": 48, "type": "table_cell", "bbox": { "l": 414.4457, "t": 447.96, "r": 486.8229, "b": 428.16 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p461.8.40", "order": 49, "type": "table_cell", "bbox": { "l": 486.8229, "t": 447.96, "r": 559.2, "b": 428.16 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 7 }, { "id": "p461.9", "order": 50, "type": "footnote", "bbox": { "l": 87.6, "t": 80.4, "r": 492.48, "b": 61.92 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 462, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p462.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 564, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 295", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p462.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 382.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p462.3", "order": 3, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p462.4", "order": 4, "type": "table", "bbox": { "l": 53.76, "t": 663.84, "r": 310.8, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p462.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p462.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p462.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.12\n0.99\n1.26\n1.45\n1.59\n1.72\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p462.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p462.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.16\n0.25\n0.14\n0.10\n0.09\n0.08\n0.06\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 463, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p463.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.44, "r": 562.08, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 296", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p463.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p463.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p463.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.4, "b": 633.84 }, "text": "Runoff = 0.66 cfs @ 12.24 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p463.5", "order": 5, "type": "text", "bbox": { "l": 347.28, "t": 660, "r": 463.68, "b": 646.56 }, "text": "4,528 cf, Depth= 1.83\"", "reading_order": 4 }, { "id": "p463.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p463.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.24, "r": 558.96, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p463.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p463.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p463.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p463.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.680", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p463.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p463.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p463.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.680", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p463.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p463.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p463.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p463.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p463.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p463.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p463.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p463.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p463.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "9.0", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p463.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "83", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p463.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0400", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p463.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.15", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p463.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 341.9314, "t": 507, "r": 414.2743, "b": 486.69 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p463.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 473.424201 }, "text": "Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Using McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p463.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 471.51, "r": 89.541931, "b": 461.424205 }, "text": "0.2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p463.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 120.838621, "t": 471.51, "r": 132.760189, "b": 461.424205 }, "text": "10", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p463.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.395429, "t": 471.51, "r": 176.179742, "b": 461.424205 }, "text": "0.0240", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p463.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.149288, "t": 471.51, "r": 224.012033, "b": 461.424205 }, "text": "1.08", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p463.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 341.9314, "t": 486.69, "r": 414.2743, "b": 466.38 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p463.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 286.680137, "t": 471.400741, "r": 446.677877, "b": 449.42421 }, "text": "Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p463.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 447.51001, "r": 89.541931, "b": 437.424215 }, "text": "2.2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p463.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 114.958671, "t": 447.51001, "r": 132.841024, "b": 437.424215 }, "text": "270", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p463.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 197.2457, "t": 466.38, "r": 269.5886, "b": 446.07 }, "text": "", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p463.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 203.154048, "t": 447.51001, "r": 224.016793, "b": 437.424215 }, "text": "2.00", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p463.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 341.9314, "t": 466.38, "r": 414.2743, "b": 446.07 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p463.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 286.680137, "t": 447.400751, "r": 403.451471, "b": 437.304215 }, "text": "Direct Entry, Pioe Flow", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p463.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 68.759972, "t": 433.590016, "r": 89.622717, "b": 423.504221 }, "text": "11.5", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p463.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 114.957015, "t": 433.590016, "r": 132.839367, "b": 423.504221 }, "text": "363", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p463.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.392207, "t": 433.590016, "r": 167.224623, "b": 423.504221 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p463.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 269.5886, "t": 446.07, "r": 341.9314, "b": 425.76 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p463.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 341.9314, "t": 446.07, "r": 414.2743, "b": 425.76 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p463.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 414.2743, "t": 446.07, "r": 486.6171, "b": 425.76 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p463.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 486.6171, "t": 446.07, "r": 558.96, "b": 425.76 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 6 }, { "id": "p463.8", "order": 48, "type": "figure", "bbox": { "l": 51.12, "t": 392.64, "r": 554.16, "b": 345.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Subcatchment 3S: DA-P3 PERVIOUS\nPioe Flow" }, "reading_order": 7 }, { "id": "p463.9", "order": 49, "type": "caption", "bbox": { "l": 198.48, "t": 349.68, "r": 420.96, "b": 334.08 }, "text": "Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p463.10", "order": 50, "type": "figure", "bbox": { "l": 62.16, "t": 324.72, "r": 555.84, "b": 64.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.7 0.66 cfs\nNOAA 24-hr D\n0.65\n0.6\n100 YR-C Rainfall=9.48\"\n0.55\n0.5 Runoff Area=0.680 ac\n0.45 Runoff Volume=4,528 cf\n(cfs) Runoff Depth=1.83\"\n0.4\nFlow Flow Length=363'\n0.35\n0.3\n0.25 Tc=11.5 min\n0.2 CN=39/0\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p463.11", "order": 51, "type": "footnote", "bbox": { "l": 89.76, "t": 80.4, "r": 492, "b": 61.92 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 464, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 11, "items": [ { "id": "p464.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 564, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 297", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p464.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 382.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p464.3", "order": 3, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p464.4", "order": 4, "type": "table", "bbox": { "l": 53.76, "t": 663.84, "r": 310.8, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p464.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p464.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p464.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.12\n0.99\n1.26\n1.45\n1.59\n1.72\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p464.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p464.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.12\n0.13\n0.08\n0.06\n0.05\n0.04\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 465, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 32, "text": 2, "title": 1 }, "build_ms": 4, "items": [ { "id": "p465.1", "order": 1, "type": "header", "bbox": { "l": 350.16, "t": 739.44, "r": 562.56, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 298", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p465.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 390.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p465.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p465.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 0.49 cfs @ 12.19 hrs, Volume= 2,863 cf, Depth= 1.83\"\nRouted to Pond 6P : BIORENTION BASIN 2A", "reading_order": 3 }, { "id": "p465.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 4 }, { "id": "p465.6", "order": 6, "type": "table", "bbox": { "l": 53.04, "t": 588.72, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p465.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p465.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p465.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p465.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.430\n0.430", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p465.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "39\n39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p465.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p465.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p465.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p465.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p465.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p465.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p465.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p465.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p465.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "60", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p465.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p465.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.13", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p465.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 342.1371, "t": 515.0743, "r": 414.4114, "b": 496.6629 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p465.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 352.216601, "b": 485.424196 }, "text": "Sheet Flow, Grass: Dense", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p465.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 361.157777, "t": 495.509991, "r": 459.146208, "b": 485.424196 }, "text": "n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p465.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p465.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p465.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 197.5886, "t": 496.6629, "r": 269.8629, "b": 478.2514 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p465.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p465.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 342.1371, "t": 496.6629, "r": 414.4114, "b": 478.2514 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p465.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p465.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "8.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p465.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "168", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p465.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p465.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 269.8629, "t": 478.2514, "r": 342.1371, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p465.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 342.1371, "t": 478.2514, "r": 414.4114, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p465.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 414.4114, "t": 478.2514, "r": 486.6857, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p465.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 486.6857, "t": 478.2514, "r": 558.96, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 31 } ], "reading_order": 5 }, { "id": "p465.7", "order": 39, "type": "caption", "bbox": { "l": 198.48, "t": 384.96, "r": 420.96, "b": 370.32 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p465.8", "order": 40, "type": "figure", "bbox": { "l": 61.68, "t": 367.44, "r": 553.68, "b": 103.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.49 cfs\n0.5\nNOAA 24-hr D\n0.45\n100 YR-C Rainfall=9.48\"\n0.4\nRunoff Area=0.430 ac\n0.35\nRunoff Volume=2,863 cf\n(cfs) Runoff Depth=1.83\"\n0.3\nFlow Flow Length=168'\n0.25\nSlope=0.0300 '/'\n0.2\n0.15 Tc=8.7 min\n0.1 CN=39/0\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p465.9", "order": 41, "type": "footer", "bbox": { "l": 355.92, "t": 415.2, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p465.10", "order": 42, "type": "footnote", "bbox": { "l": 87.36, "t": 119.76, "r": 492.96, "b": 98.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 466, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p466.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 564, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 299", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p466.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 383.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p466.3", "order": 3, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.48 }, "text": "Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p466.4", "order": 4, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.8, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p466.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p466.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p466.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.12\n0.99\n1.26\n1.45\n1.59\n1.72\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83\n1.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p466.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p466.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.11\n0.08\n0.05\n0.03\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 467, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 30, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p467.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.44, "r": 562.32, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 300", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p467.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p467.3", "order": 3, "type": "title", "bbox": { "l": 153.12, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p467.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 660.48, "r": 464.16, "b": 634.08 }, "text": "Runoff = 1.65 cfs @ 12.12 hrs, Volume=\nRouted to Pond 15P : PERVIOUS PAVEMENT 3B", "reading_order": 3 }, { "id": "p467.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660.24, "r": 463.44, "b": 646.56 }, "text": "6,708 cf, Depth= 9.24\"", "reading_order": 4 }, { "id": "p467.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p467.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p467.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p467.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p467.7.3", 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547.344171 }, "text": "Paved parking, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p467.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p467.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p467.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p467.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p467.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p467.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p467.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p467.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p467.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p467.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p467.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.5143, "r": 414.2743, "b": 490.9029 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p467.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p467.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p467.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p467.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p467.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p467.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 341.9314, "t": 490.9029, "r": 414.2743, "b": 471.2914 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p467.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p467.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p467.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p467.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 269.5886, "t": 471.2914, "r": 341.9314, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p467.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 341.9314, "t": 471.2914, "r": 414.2743, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p467.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 414.2743, "t": 471.2914, "r": 486.6171, "b": 451.68 }, "text": "", "attrs": { 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ac\nRunoff Volume=6,708 cf\n(cfs) Runoff Depth=9.24\"\n1\nFlow Flow Length=155'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p467.11", "order": 41, "type": "footnote", "bbox": { "l": 83.52, "t": 107.28, "r": 493.2, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 468, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p468.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 738.96, "r": 565.44, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 301", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p468.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 382.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p468.3", "order": 3, "type": "caption", "bbox": { "l": 157.68, "t": 687.6, "r": 464.64, "b": 672.72 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p468.4", "order": 4, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p468.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p468.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p468.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p468.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p468.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.03\n0.03\n0.05\n0.09\n0.95\n0.09\n0.05\n0.03\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 469, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 30, "text": 4, "title": 1 }, "build_ms": 3, "items": [ { "id": "p469.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.44, "r": 562.56, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 302", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p469.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p469.3", "order": 3, "type": "title", "bbox": { "l": 153.36, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p469.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 309.12, "b": 634.56 }, "text": "Runoff = 1.57 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n6,372 cf, Depth= 9.24\"", "reading_order": 3 }, { "id": "p469.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.44, "b": 646.56 }, "text": "6,372 cf, Depth= 9.24\"", "reading_order": 4 }, { "id": "p469.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p469.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.96, "r": 558.72, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p469.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p469.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p469.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p469.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p469.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p469.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p469.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p469.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p469.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p469.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p469.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p469.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p469.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p469.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p469.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p469.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p469.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 390, "t": 528.16, "r": 474.36, "b": 512.96 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p469.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 346.255817, "b": 497.304191 }, "text": "Sheet Flow,", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p469.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p469.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p469.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p469.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p469.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390, "t": 512.96, "r": 474.36, "b": 497.76 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p469.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 495.509991, "r": 453.78579, "b": 461.424205 }, "text": "Grass: Short n= 0.150 P2= 3.42\"\nShallow Concentrated Flow,\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p469.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p469.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p469.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p469.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 305.64, "t": 467.36, "r": 390, "b": 452.16 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p469.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 390, "t": 467.36, "r": 474.36, "b": 452.16 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p469.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 474.36, "t": 467.36, "r": 558.72, "b": 452.16 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p469.8", "order": 38, "type": "text", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "reading_order": 7 }, { "id": "p469.9", "order": 39, "type": "caption", "bbox": { "l": 192, "t": 372.96, "r": 427.68, "b": 358.56 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p469.10", "order": 40, "type": "figure", "bbox": { "l": 61.44, "t": 352.08, "r": 554.4, "b": 91.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.57 cfs\nNOAA 24-hr D\n100 YR-C Rainfall=9.48\"\nRunoff Area=0.190 ac\nRunoff Volume=6,372 cf\n(cfs) Runoff Depth=9.24\"\n1\nFlow Flow Length=172'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p469.11", "order": 41, "type": "footnote", "bbox": { "l": 83.52, "t": 107.04, "r": 493.2, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 470, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p470.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 563.76, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 303", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p470.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 383.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p470.3", "order": 3, "type": "caption", "bbox": { "l": 157.68, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p470.4", "order": 4, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p470.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p470.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p470.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p470.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p470.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.02\n0.03\n0.05\n0.08\n0.90\n0.09\n0.05\n0.03\n0.03\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 471, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 31, "text": 3 }, "build_ms": 3, "items": [ { "id": "p471.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.44, "r": 562.32, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 304", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p471.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 391.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p471.3", "order": 3, "type": "heading", "bbox": { "l": 153.36, "t": 687.6, "r": 469.68, "b": 672.72 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p471.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.48, "r": 464.16, "b": 634.08 }, "text": "Runoff = 3.73 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p471.5", "order": 5, "type": "text", "bbox": { "l": 342.48, "t": 660, "r": 463.44, "b": 646.56 }, "text": "13,416 cf, Depth= 9.24\"", "reading_order": 4 }, { "id": "p471.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p471.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p471.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p471.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p471.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p471.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p471.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p471.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p471.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p471.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p471.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p471.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p471.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p471.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p471.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p471.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 114.958671, "t": 507.509986, "r": 132.841024, "b": 497.424191 }, "text": "235", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p471.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.393863, "t": 507.509986, "r": 176.178176, "b": 497.424191 }, "text": "0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p471.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.147723, "t": 507.509986, "r": 224.010468, "b": 497.424191 }, "text": "2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p471.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 341.9314, "t": 515.0743, "r": 414.2743, "b": 496.6629 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p471.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 429.653191, "b": 485.424196 }, "text": "Shallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p471.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p471.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p471.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 197.2457, "t": 496.6629, "r": 269.5886, "b": 478.2514 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p471.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p471.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 341.9314, "t": 496.6629, "r": 414.2743, "b": 478.2514 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p471.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p471.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p471.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p471.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p471.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 269.5886, "t": 478.2514, "r": 341.9314, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p471.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 341.9314, "t": 478.2514, "r": 414.2743, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p471.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 414.2743, "t": 478.2514, "r": 486.6171, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p471.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 486.6171, "t": 478.2514, "r": 558.96, "b": 459.84 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 30 } ], "reading_order": 6 }, { "id": "p471.8", "order": 39, "type": "caption", "bbox": { "l": 191.76, "t": 384.96, "r": 428.4, "b": 370.32 }, "text": "Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p471.9", "order": 40, "type": "figure", "bbox": { "l": 61.44, "t": 365.76, "r": 553.44, "b": 114 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n4 3.73 cfs\nNOAA 24-hr D\n100 YR-C Rainfall=9.48\"\nRunoff Area=0.400 ac\n3\nRunoff Volume=13,416 cf\n(cfs) Runoff Depth=9.24\"\nFlow Flow Length=372'\n2\nSlope=0.0200 '/'\nTc=2.5 min\n1\nCN=0/98\n0" }, "reading_order": 8 }, { "id": "p471.10", "order": 41, "type": "footer", "bbox": { "l": 344.16, "t": 414.96, "r": 546, "b": 400.56 }, "text": "Subcatchment 8S: DA-P1_IMPERVIOUS", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p471.11", "order": 42, "type": "footnote", "bbox": { "l": 84, "t": 119.28, "r": 492.72, "b": 98.16 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 472, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p472.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 738.96, "r": 563.52, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 305", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p472.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 382.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p472.3", "order": 3, "type": "caption", "bbox": { "l": 157.68, "t": 687.6, "r": 464.64, "b": 672.72 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p472.4", "order": 4, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p472.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p472.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p472.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p472.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p472.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.04\n0.05\n0.06\n0.10\n0.18\n2.20\n0.19\n0.10\n0.07\n0.06\n0.05\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 473, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 18 }, "build_ms": 2, "items": [ { "id": "p473.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.44, "r": 564.24, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 306", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p473.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 738, "r": 387.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p473.3", "order": 3, "type": "heading", "bbox": { "l": 171.36, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p473.4", "order": 4, "type": "table", "bbox": { "l": 49.44, "t": 663.12, "r": 610.32, "b": 490.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p473.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 49.44, "t": 663.12, "r": 610.32, "b": 641.52 }, "text": "Runoff = 0.69 cfs @ 12.09 hrs, Volume= 2,310 cf, Depth= 9.24\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p473.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 68.901939, "t": 645.269931, "r": 310.84974, "b": 635.184136 }, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p473.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 610.207611, "b": 599.18415 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p473.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p473.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p473.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p473.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 385.968, "t": 598.32, "r": 498.144, "b": 576.72 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p473.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 498.144, "t": 598.32, "r": 610.32, "b": 576.72 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p473.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p473.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p473.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p473.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 385.968, "t": 576.72, "r": 498.144, "b": 555.12 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p473.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 498.144, "t": 576.72, "r": 610.32, "b": 555.12 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p473.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p473.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p473.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p473.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p473.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 276.288245, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 3 }, { "id": "p473.5", "order": 23, "type": "caption", "bbox": { "l": 209.76, "t": 422.88, "r": 408.24, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p473.6", "order": 24, "type": "figure", "bbox": { "l": 61.44, "t": 401.76, "r": 552.48, "b": 137.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.75 Runoff\n0.69 cfs\n0.7\n0.65 NOAA 24-hr D\n0.6 100 YR-C Rainfall=9.48\"\nRunoff Area=3,000 sf\n0.55\n0.5\nRunoff Volume=2,310 cf\n0.45\n(cfs) 0.4 Runoff Depth=9.24\"\nFlow Flow Length=40'\n0.35\n0.3\nTc=0.3 min\n0.25\n0.2 CN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 474, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p474.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 564.24, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p474.2", "order": 2, "type": "header", "bbox": { "l": 450.96, "t": 739.2, "r": 564.24, "b": 699.36 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 307", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p474.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p474.4", "order": 4, "type": "caption", "bbox": { "l": 174.48, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p474.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p474.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p474.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p474.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p474.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p474.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.01\n0.02\n0.03\n0.43\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 475, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 54, "counts_by_type": { "header": 2, "heading": 2, "table": 2, "table_cell": 47, "text": 1 }, "build_ms": 9, "items": [ { "id": "p475.1", "order": 1, "type": "header", "bbox": { "l": 352.56, "t": 739.68, "r": 563.04, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nions LLC Page 308", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p475.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 738, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p475.3", "order": 3, "type": "heading", "bbox": { "l": 149.76, "t": 687.36, "r": 472.56, "b": 672.48 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p475.4", "order": 4, "type": "table", "bbox": { "l": 50.88, "t": 666.96, "r": 559.92, "b": 390.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 41, "cells_flagged": 6, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "27.76% Impervious," }, { "row": 0, "col": 3, "coverage": 0, "text": "Inflow Depth =" }, { "row": 2, "col": 3, "coverage": 0, "text": "Volume=" }, { "row": 3, "col": 3, "coverage": 0, "text": "Volume=" }, { "row": 4, "col": 3, "coverage": 0, "text": "Volume=" }, { "row": 7, "col": 0, "coverage": 0, "text": "Volume" } ] } }, "children": [ { "id": "p475.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p475.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "73,567 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p475.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 254.496, "t": 666.96, "r": 356.304, "b": 652.4211 }, "text": "27.76% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p475.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 356.304, "t": 666.96, "r": 458.112, "b": 652.4211 }, "text": "Inflow Depth =", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p475.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 388.068851, "t": 657.2699259999999, "r": 519.207623, "b": 647.184131 }, "text": "3.64\" for 100 YR-C event", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p475.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p475.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "2.01 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p475.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.36 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p475.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume=", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p475.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 343.43464, "t": 645.269931, "r": 387.540154, "b": 635.184136 }, "text": "22,343 cf", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p475.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p475.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.57 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p475.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "12.04 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p475.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 356.304, "t": 637.8821, "r": 458.112, "b": 623.3432 }, "text": "Volume=", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p475.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 343.436462, "t": 633.269936, "r": 522.895382, "b": 623.184141 }, "text": "22,343 cf, Atten= 72%, Lag= 0.0 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p475.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p475.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.57 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p475.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "12.04 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p475.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 356.304, "t": 623.3432, "r": 458.112, "b": 608.8042 }, "text": "Volume=", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p475.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 343.427725, "t": 621.26994, "r": 387.533239, "b": 611.184146 }, "text": "22,343 cf", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p475.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 196.43699, "b": 587.184155 }, "text": "Primary =\nRouted to Link 32L : POA1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p475.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p475.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.399634, "t": 609.269945, "r": 253.897136, "b": 599.18415 }, "text": "0.00 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p475.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 356.304, "t": 608.8042, "r": 458.112, "b": 594.2653 }, "text": "Volume=", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p475.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 369.955963, "t": 609.269945, "r": 387.237949, "b": 599.18415 }, "text": "0 cf", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p475.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 89.07' @ 13.63 hrs Surf.Area= 2,475 sf Storage= 2,711 cf", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 25 }, { "id": "p475.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 415.003241, "b": 515.184184 }, "text": "Plug-Flow detention time= 22.7 min calculated for 22,340 cf (100% of inflow)\nCenter-of-Mass det. time= 22.7 min ( 1,037.0 - 1,014.3 )", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 26 }, { "id": "p475.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 50.88, "t": 521.5705, "r": 152.688, "b": 507.0316 }, "text": "Volume", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p475.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p475.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p475.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p475.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 85.072339, "b": 477.264199 }, "text": "#1A", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p475.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 120.356965, "t": 487.349994, "r": 149.228173, "b": 477.264199 }, "text": "87.00'", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p475.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 196.313329, "t": 487.349994, "r": 234.45806, "b": 477.264199 }, "text": "4,349 cf", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p475.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 415.262792, "b": 477.144199 }, "text": "27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 34 }, { "id": "p475.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p475.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p475.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p475.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 246.12018, "t": 475.349999, "r": 559.398634, "b": 405.264228 }, "text": "14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids\nADS N-12 36\" x 20 Inside #1\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n20 Chambers in 5 Rows\n24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p475.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 50.88, "t": 405.2589, "r": 152.688, "b": 390.72 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p475.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 152.688, "t": 405.2589, "r": 254.496, "b": 390.72 }, "text": "", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p475.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 196.319921, "t": 401.430028, "r": 234.464652, "b": 391.344233 }, "text": "7,536 cf", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p475.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 246.11895, "t": 401.430028, "r": 356.950941, "b": 391.344233 }, "text": "Total Available Storage", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 42 } ], "reading_order": 3 }, { "id": "p475.5", "order": 48, "type": "heading", "bbox": { "l": 67.2, "t": 379.68, "r": 295.44, "b": 366 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p475.6", "order": 49, "type": "text", "bbox": { "l": 51.12, "t": 355.2, "r": 562.08, "b": 98.88 }, "text": "Device Routing Invert Outlet Devices\n#1 Primary 92.59' 48.0\" x 48.0\" Horiz. Grate C= 0.600\n#2 Device 1 88.00' 12.0\" Round Culvert\nL= 119.0' RCP, square edge headwall, Ke= 0.500\nInlet / Outlet Invert= 88.00' / 86.00' S= 0.0168'/' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf\n#3 Discarded 87.00' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'\n\nDiscarded OutFlow Max=0.57 cfs @ 12.04 hrs HW=87.07' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.57 cfs)\n\nPrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)\n1=Grate ( Controls 0.00 cfs)\n2=Culvert ( Controls 0.00 cfs)\n\nPond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 5 }, { "id": "p475.7", "order": 50, "type": "table", "bbox": { "l": 53.04, "t": 151.68, "r": 558.24, "b": 71.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p475.7.1", "order": 51, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p475.7.2", "order": 52, "type": "table_cell", "bbox": { "l": 513.959794, "t": 145.59013100000004, "r": 540.772602, "b": 135.50433599999997 }, "text": "Grate", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p475.7.3", "order": 53, "type": "table_cell", "bbox": { "l": 53.04, "t": 111.72, "r": 305.64, "b": 71.76 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p475.7.4", "order": 54, "type": "table_cell", "bbox": { "l": 490.559804, "t": 91.59015199999999, "r": 540.712681, "b": 75.50436000000002 }, "text": "Culvert Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 476, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p476.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.68, "r": 563.76, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 309", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p476.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 738.24, "r": 390.48, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p476.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.36, "r": 512.16, "b": 672.72 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p476.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 666, "r": 543.6, "b": 363.12 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p476.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p476.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 477, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p477.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 564, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 310", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p477.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p477.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.32, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p477.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 668.64, "r": 552, "b": 402.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n2.01 cfs Inflow\nOutflow\nDiscarded\nInflow Area=73,567 sf Primary\n2 Peak Elev=89.07'\nStorage=2,711 cf\n(cfs)\nFlow 1 0.57 cfs\n0.57 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 3 }, { "id": "p477.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.6, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p477.6", "order": 6, "type": "figure", "bbox": { "l": 63.84, "t": 358.32, "r": 551.52, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 }, { "id": "p477.7", "order": 7, "type": "footnote", "bbox": { "l": 86.64, "t": 419.52, "r": 449.76, "b": 400.56 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 478, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p478.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.2, "r": 565.44, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 311", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p478.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 402.24, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p478.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.36, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p478.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p478.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 662.4, "r": 551.28, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 479, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 7 }, "build_ms": 15, "items": [ { "id": "p479.1", "order": 1, "type": "header", "bbox": { "l": 451.92, "t": 739.2, "r": 564.48, "b": 699.12 }, "text": "YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 312", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p479.2", "order": 2, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 564.24, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p479.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 394.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p479.4", "order": 4, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p479.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 663.84, "r": 445.2, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p479.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p479.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.01\n0.02\n0.12\n0.66\n0.47\n0.34\n0.31\n0.28\n0.25\n0.21\n0.15\n0.08\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p479.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.713918, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n2\n26\n2,636\n1,182\n5\n5\n4\n4\n3\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p479.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.03\n89.03\n88.15\n87.01\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p479.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.01\n0.01\n0.01\n0.02\n0.12\n0.57\n0.57\n0.57\n0.31\n0.28\n0.25\n0.21\n0.15\n0.08\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p479.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.179941, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.01\n0.01\n0.01\n0.02\n0.12\n0.57\n0.57\n0.57\n0.31\n0.28\n0.25\n0.21\n0.15\n0.08\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p479.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.592525, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 480, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 15, "items": [ { "id": "p480.1", "order": 1, "type": "header", "bbox": { "l": 348.96, "t": 739.68, "r": 562.56, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 313", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p480.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 395.52, "b": 699.6 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p480.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p480.4", "order": 4, "type": "table", "bbox": { "l": 57.36, "t": 660.96, "r": 275.76, "b": 61.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p480.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p480.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p480.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p480.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p480.5", "order": 9, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p480.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p480.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p480.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p480.5.4", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 481, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p481.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 563.04, "b": 713.52 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p481.2", "order": 2, "type": "header", "bbox": { "l": 451.2, "t": 738.96, "r": 563.76, "b": 699.6 }, "text": "YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 314", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p481.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 397.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p481.4", "order": 4, "type": "caption", "bbox": { "l": 134.4, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p481.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 660.96, "r": 257.76, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p481.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p481.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p481.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p481.6", "order": 9, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p481.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p481.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p481.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 482, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 40, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 31, "text": 2 }, "build_ms": 7, "items": [ { "id": "p482.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.44, "r": 563.52, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 315", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p482.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738, "r": 385.2, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p482.3", "order": 3, "type": "heading", "bbox": { "l": 162.24, "t": 687.84, "r": 461.04, "b": 672.96 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p482.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.72, "r": 531.12, "b": 602.88 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 3.66\" for 100 YR-C event\nInflow = 4.20 cfs @ 12.11 hrs, Volume = 21,540 cf\nOutflow = 1.89 cfs @ 12.36 hrs, Volume = 20,033 cf, Atten = 55%, Lag = 15.2 min\nPrimary = 1.89 cfs @ 12.36 hrs, Volume = 20,033 cf\nRouted to Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p482.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588, "r": 416.64, "b": 524.64 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.10' @ 12.36 hrs Surf.Area= 1,500 sf Storage= 7,644 cf\nPlug-Flow detention time= 277.7 min calculated for 20,030 cf (93% of inflow)\nCenter-of-Mass det. time= 237.6 min (1,046.5 - 808.9)", "reading_order": 4 }, { "id": "p482.6", "order": 6, "type": "table", "bbox": { "l": 52.08, "t": 514.32, "r": 558.72, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p482.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p482.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p482.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p482.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p482.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p482.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p482.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p482.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p482.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p482.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n90.00\n95.50", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p482.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n1,500\n1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p482.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.890205, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p482.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p482.7", "order": 20, "type": "table", "bbox": { "l": 48.72, "t": 414.48, "r": 559.92, "b": 184.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 18, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p482.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 131.159638, "b": 389.424234 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p482.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p482.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p482.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p482.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p482.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p482.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p482.7.8", "order": 28, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p482.7.9", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p482.7.10", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p482.7.11", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p482.7.12", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p482.7.13", "order": 33, "type": "table_cell", "bbox": { "l": 48.72, "t": 299.64, "r": 176.52, "b": 261.36 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p482.7.14", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p482.7.15", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p482.7.16", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 475.365808, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171'/' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p482.7.17", "order": 37, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=1.88 cfs @ 12.36 hrs HW=95.10' TW=87.34' (Dynamic Tailwater)\\n3=Culvert (Passes 1.88 cfs of 12.03 cfs potential flow)\\n1=Orifice (Orifice Controls 0.33 cfs @ 9.62 fps)\\n2=Grate (Weir Controls 1.55 cfs @ 1.01 fps)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p482.7.18", "order": 38, "type": "table_cell", "bbox": { "l": 73.199953, "t": 210.280846, "r": 257.412401, "b": 187.34431500000005 }, "text": "Pond 5P: BIORETENTION BASIN 1A\\nOrifice", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 6 }, { "id": "p482.8", "order": 39, "type": "figure", "bbox": { "l": 220.56, "t": 173.28, "r": 559.44, "b": 158.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "reading_order": 7 }, { "id": "p482.9", "order": 40, "type": "footer", "bbox": { "l": 222.24, "t": 171.12, "r": 259.2, "b": 159.6 }, "text": "Culvert", "attrs": { "block_label": "footer" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 483, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p483.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.2, "r": 564.24, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ncions LLC Page 316", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p483.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 386.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p483.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p483.4", "order": 4, "type": "figure", "bbox": { "l": 61.2, "t": 672.24, "r": 553.44, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n4.20 cfs Primary\nInflow Area=70,567 sf\n4\nPeak Elev=95.10'\nStorage=7,644 cf\n3\n(cfs)\nFlow 2\n1.89 cfs\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p483.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.6, "r": 419.28, "b": 367.44 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p483.6", "order": 6, "type": "caption", "bbox": { "l": 244.32, "t": 361.92, "r": 314.16, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p483.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 359.52, "r": 552, "b": 96.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 484, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p484.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 563.76, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ncions LLC Page 317", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p484.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 400.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p484.3", "order": 3, "type": "caption", "bbox": { "l": 201.12, "t": 687.36, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p484.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p484.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 658.08, "r": 553.2, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 485, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p485.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.76, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 318", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p485.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 386.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p485.3", "order": 3, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p485.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.6, "r": 330.24, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p485.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p485.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.04\n0.05\n0.06\n0.10\n0.18\n2.36\n0.44\n0.24\n0.17\n0.14\n0.13\n0.11\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p485.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n121\n446\n867\n1,451\n2,060\n4,528\n7,526\n7,300\n6,574\n5,652\n4,808\n4,044\n2,854\n2,031\n1,670\n1,586\n1,556\n1,541\n1,533\n1,527\n1,523\n1,520\n1,518\n1,516\n1,514\n1,513\n1,512\n1,511\n1,510\n1,510\n1,509\n1,509\n1,508\n1,508\n1,507\n1,507", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p485.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.08\n90.30\n90.58\n90.97\n91.37\n93.02\n95.02\n94.87\n94.38\n93.77\n93.21\n92.70\n91.90\n91.35\n91.11\n91.06\n91.04\n91.03\n91.02\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p485.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.09\n0.23\n0.44\n0.32\n0.30\n0.27\n0.24\n0.21\n0.15\n0.08\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 486, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p486.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.44, "r": 564, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p486.2", "order": 2, "type": "header", "bbox": { "l": 458.16, "t": 738.96, "r": 565.2, "b": 699.6 }, "text": "YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 319", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p486.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 386.64, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p486.4", "order": 4, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p486.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 284.88, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p486.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p486.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p486.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p486.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p486.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.68, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p486.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p486.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 487, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 7, "items": [ { "id": "p487.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 563.28, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 320", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p487.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 396.48, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p487.3", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p487.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 257.04, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p487.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p487.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p487.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p487.5", "order": 8, "type": "table", "bbox": { "l": 267.6, "t": 662.16, "r": 468.72, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p487.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p487.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p487.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 488, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 32, "text": 2 }, "build_ms": 6, "items": [ { "id": "p488.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.28, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 321", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p488.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p488.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 687.84, "r": 452.88, "b": 672.72 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p488.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 671.04, "r": 546.72, "b": 521.04 }, "text": "Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 1.83\" for 100 YR-C event\nInflow = 0.49 cfs @ 12.19 hrs, Volume= 2,863 cf\nOutflow = 0.49 cfs @ 12.19 hrs, Volume= 2,817 cf, Atten= 0%, Lag= 0.0 min\nPrimary = 0.49 cfs @ 12.19 hrs, Volume= 2,817 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.54' @ 12.19 hrs Surf.Area= 240 sf Storage= 178 cf\n\nPlug-Flow detention time= 22.1 min calculated for 2,817 cf (98% of inflow)\nCenter-of-Mass det. time= 13.4 min ( 930.6 - 917.2 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p488.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 516, "r": 559.92, "b": 168 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p488.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p488.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p488.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p488.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p488.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p488.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p488.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p488.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p488.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p488.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p488.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p488.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p488.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p488.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p488.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p488.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p488.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p488.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p488.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p488.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p488.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p488.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p488.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p488.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p488.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p488.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 25 }, { "id": "p488.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 50.4, "t": 255, "r": 152.304, "b": 226 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p488.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p488.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p488.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 30.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 '/\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p488.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.49 cfs @ 12.19 hrs HW=95.54' TW=93.01' (Dynamic Tailwater)\\n3=Culvert (Passes 0.49 cfs of 7.07 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.83 fps)\\n2=Grate (Weir Controls 0.36 cfs @ 0.62 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 30 }, { "id": "p488.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 50.4, "t": 197, "r": 559.92, "b": 168 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 31 } ], "reading_order": 4 }, { "id": "p488.6", "order": 38, "type": "figure", "bbox": { "l": 126, "t": 168.72, "r": 559.2, "b": 145.2 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p488.6.1", "order": 39, "type": "text", "bbox": { "l": 128.16, "t": 159.12, "r": 165.12, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 489, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p489.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.2, "r": 564.24, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 322", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p489.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 403.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p489.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 688.08, "r": 410.4, "b": 672.96 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p489.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 667.68, "r": 553.68, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.49 cfs Primary\n0.49 cfs\nInflow Area=18,731 sf\n0.5\nPeak Elev=95.54'\n0.45\nStorage=178 cf\n0.4\n0.35\n(cfs)\n0.3\nFlow\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p489.5", "order": 5, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p489.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p489.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 358.32, "r": 552, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 490, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p490.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.72, "r": 563.76, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nions LLC Page 323", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p490.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p490.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p490.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p490.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.8, "r": 552.72, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 491, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p491.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 738.96, "r": 565.44, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 324", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p491.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 388.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p491.3", "order": 3, "type": "caption", "bbox": { "l": 174, "t": 687.6, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p491.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p491.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p491.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.11\n0.08\n0.05\n0.03\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p491.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n37\n124\n73\n67\n65\n63\n62\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p491.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.71\n95.29\n94.99\n94.95\n94.94\n94.93\n94.92\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p491.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.10\n0.05\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 492, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p492.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.44, "r": 563.04, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 325", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p492.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 389.04, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p492.3", "order": 3, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p492.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.12, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p492.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p492.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p492.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p492.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p492.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p492.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p492.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p492.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p492.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p492.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p492.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p492.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.89\n7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p492.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p492.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p492.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p492.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p492.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p492.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p492.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p492.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p492.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p492.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p492.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p492.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p492.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p492.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p492.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p492.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p492.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p492.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p492.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p492.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p492.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 493, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p493.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 562.8, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 326", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p493.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p493.3", "order": 3, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.64, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p493.4", "order": 4, "type": "table", "bbox": { "l": 54.48, "t": 667.68, "r": 468.96, "b": 63.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p493.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p493.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p493.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p493.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p493.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p493.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 494, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 63, "counts_by_type": { "heading": 1, "table": 3, "table_cell": 56, "text": 2, "title": 1 }, "build_ms": 11, "items": [ { "id": "p494.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 562.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 327", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p494.2", "order": 2, "type": "heading", "bbox": { "l": 169.2, "t": 688.08, "r": 452.88, "b": 672.72 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p494.3", "order": 3, "type": "table", "bbox": { "l": 51.36, "t": 661.44, "r": 530.16, "b": 586.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 2, "flags": [ { "row": 0, "col": 2, "coverage": 0.5, "text": "22.73% Impervious," }, { "row": 0, "col": 3, "coverage": 0.43, "text": "Inflow Depth = 3.49\" for 100 YR-C event" } ] } }, "children": [ { "id": "p494.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p494.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "38,333 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p494.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 242.88, "t": 661.44, "r": 338.64, "b": 648.92 }, "text": "22.73% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p494.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 338.64, "t": 661.44, "r": 434.4, "b": 648.92 }, "text": "Inflow Depth = 3.49\" for 100 YR-C event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p494.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 434.4, "t": 661.44, "r": 530.16, "b": 648.92 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p494.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p494.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "1.59 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p494.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.15 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p494.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 343.43464, "t": 645.269931, "r": 387.540154, "b": 635.184136 }, "text": "11,133 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p494.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 434.4, "t": 648.92, "r": 530.16, "b": 636.4 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p494.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 199.417382, "b": 587.184155 }, "text": "Outflow =\nDiscarded =\nPrimary =\nRouted to Link 34L : POA 3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p494.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 146.270184, "t": 633.269936, "r": 183.823285, "b": 599.18415 }, "text": "0.34 cfs @\n0.27 cfs @\n0.07 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p494.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 206.513017, "t": 633.269936, "r": 253.897657, "b": 599.18415 }, "text": "13.49 hrs,\n11.94 hrs,\n13.49 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p494.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 343.427725, "t": 633.269936, "r": 390.334252, "b": 599.18415 }, "text": "11,133 cf,\n10,720 cf\n413 cf", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p494.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 434.4, "t": 636.4, "r": 530.16, "b": 623.88 }, "text": "Atten= 79%, Lag= 80.4 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 } ], "reading_order": 2 }, { "id": "p494.4", "order": 19, "type": "text", "bbox": { "l": 50.88, "t": 576.24, "r": 408.72, "b": 549.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.06' @ 13.49 hrs Surf.Area= 1,150 sf Storage= 2,655 cf", "reading_order": 3 }, { "id": "p494.5", "order": 20, "type": "text", "bbox": { "l": 50.88, "t": 540.48, "r": 416.88, "b": 513.6 }, "text": "Plug-Flow detention time=77.2 min calculated for 11,133 cf (100% of inflow) Center-of-Mass det. time=77.2 min (944.1 - 866.9)", "reading_order": 4 }, { "id": "p494.6", "order": 21, "type": "table", "bbox": { "l": 50.4, "t": 504.48, "r": 559.2, "b": 193.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p494.6.1", "order": 22, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p494.6.2", "order": 23, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p494.6.3", "order": 24, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p494.6.4", "order": 25, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p494.6.5", "order": 26, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p494.6.6", "order": 27, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p494.6.7", "order": 28, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p494.6.8", "order": 29, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p494.6.9", "order": 30, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p494.6.10", "order": 31, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n90.75\\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p494.6.11", "order": 32, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n1,150\\n1,150", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p494.6.12", "order": 33, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.890205, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p494.6.13", "order": 34, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p494.6.14", "order": 35, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p494.6.15", "order": 36, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p494.6.16", "order": 37, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p494.6.17", "order": 38, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p494.6.18", "order": 39, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p494.6.19", "order": 40, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 140.100814, "b": 365.424244 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p494.6.20", "order": 41, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p494.6.21", "order": 42, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p494.6.22", "order": 43, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p494.6.23", "order": 44, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p494.6.24", "order": 45, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p494.6.25", "order": 46, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p494.6.26", "order": 47, "type": "table_cell", "bbox": { "l": 50.4, "t": 306.8509, "r": 152.16, "b": 278.6182 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p494.6.27", "order": 48, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p494.6.28", "order": 49, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p494.6.29", "order": 50, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 7.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p494.6.30", "order": 51, "type": "table_cell", "bbox": { "l": 70.319972, "t": 303.510068, "r": 82.24154, "b": 293.424273 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p494.6.31", "order": 52, "type": "table_cell", "bbox": { "l": 98.396766, "t": 303.510068, "r": 146.651244, "b": 293.424273 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p494.6.32", "order": 53, "type": "table_cell", "bbox": { "l": 180.346828, "t": 303.510068, "r": 209.218036, "b": 293.424273 }, "text": "90.75'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p494.6.33", "order": 54, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 514.81764, "b": 293.304273 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p494.6.34", "order": 55, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.27 cfs @ 11.94 hrs HW=90.80' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.27 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p494.6.35", "order": 56, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 484.044178, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.07 cfs @ 13.49 hrs HW=93.06' TW=0.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.07 cfs of 0.37 cfs potential flow)\\n1=Orifice (Orifice Controls 0.07 cfs @ 2.18 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 5 }, { "id": "p494.7", "order": 57, "type": "table", "bbox": { "l": 55.2, "t": 176.64, "r": 559.68, "b": 98.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "cells_checked": 4, "cells_flagged": 1, "flags": [ { "row": 2, "col": 1, "coverage": 0, "text": "Cuffieat" } ] } }, "children": [ { "id": "p494.7.1", "order": 58, "type": "table_cell", "bbox": { "l": 73.199957, "t": 150.28087000000005, "r": 242.36401, "b": 140.18433400000004 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p494.7.2", "order": 59, "type": "table_cell", "bbox": { "l": 378.959848, "t": 167.07012199999997, "r": 405.772656, "b": 156.984327 }, "text": "Grate", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p494.7.3", "order": 60, "type": "table_cell", "bbox": { "l": 307.44, "t": 157.08, "r": 559.68, "b": 137.52 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p494.7.4", "order": 61, "type": "table_cell", "bbox": { "l": 55.2, "t": 137.52, "r": 307.44, "b": 98.4 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 2, "colspan": 1 }, "reading_order": 3 }, { "id": "p494.7.5", "order": 62, "type": "table_cell", "bbox": { "l": 307.44, "t": 137.52, "r": 559.68, "b": 117.96 }, "text": "Cuffieat", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 4 }, { "id": "p494.7.6", "order": 63, "type": "table_cell", "bbox": { "l": 355.559858, "t": 109.590145, "r": 405.604715, "b": 99.50435000000004 }, "text": "Exfiltration", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 495, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p495.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 738.72, "r": 565.2, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 328", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p495.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p495.3", "order": 3, "type": "caption", "bbox": { "l": 209.28, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p495.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 673.44, "r": 552.24, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n1.59 cfs Inflow\nOutflow\nDiscarded\nInflow Area=38,333 sf Primary\nPeak Elev=93.06'\nStorage=2,655 cf\n(cfs)\n1\nFlow\n0.34 cfs\n0.27 cfs\n0.07 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p495.5", "order": 5, "type": "caption", "bbox": { "l": 208.56, "t": 381.84, "r": 410.64, "b": 367.68 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p495.6", "order": 6, "type": "figure", "bbox": { "l": 64.08, "t": 360.48, "r": 551.28, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 496, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p496.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 563.76, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 329", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p496.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p496.3", "order": 3, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 673.2 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p496.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p496.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.12, "r": 550.56, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 497, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 7 }, "build_ms": 19, "items": [ { "id": "p497.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 738.96, "r": 564.96, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 330", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p497.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 387.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p497.3", "order": 3, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p497.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 665.04, "r": 444.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p497.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p497.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.76\n0.27\n0.19\n0.12\n0.08\n0.07\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p497.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714117, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n1\n1\n2\n3\n137\n2,594\n2,171\n1,386\n180\n3\n3\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p497.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589777, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.87\n93.01\n92.64\n91.96\n90.91\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p497.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.781545, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.27\n0.33\n0.27\n0.27\n0.27\n0.07\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p497.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.192768, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.27\n0.27\n0.27\n0.27\n0.27\n0.07\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p497.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.593284, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.06\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 498, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p498.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 562.8, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 331", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p498.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p498.3", "order": 3, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p498.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 664.32, "r": 506.4, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p498.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p498.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p498.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p498.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p498.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p498.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p498.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p498.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 499, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 15, "items": [ { "id": "p499.1", "order": 1, "type": "text", "bbox": { "l": 52.08, "t": 738.72, "r": 565.44, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 332", "reading_order": 0 }, { "id": "p499.2", "order": 2, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.16, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p499.3", "order": 3, "type": "table", "bbox": { "l": 55.44, "t": 665.04, "r": 469.2, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p499.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p499.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p499.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p499.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p499.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p499.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 500, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 66, "counts_by_type": { "footnote": 1, "header": 1, "heading": 1, "table": 2, "table_cell": 60, "text": 1 }, "build_ms": 13, "items": [ { "id": "p500.1", "order": 1, "type": "header", "bbox": { "l": 53.52, "t": 738.72, "r": 564, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 333", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p500.2", "order": 2, "type": "heading", "bbox": { "l": 158.4, "t": 687.84, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p500.3", "order": 3, "type": "text", "bbox": { "l": 47.04, "t": 663.6, "r": 527.28, "b": 523.68 }, "text": "Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 1.57 cfs @ 12.12 hrs, Volume= 6,372 cf\nOutflow = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf, Atten= 8%, Lag= 1.6 min\nPrimary = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.88' @ 12.15 hrs Surf.Area= 9,225 sf Storage= 1,105 cf\n\nPlug-Flow detention time= 72.2 min calculated for 6,367 cf (100% of inflow)\nCenter-of-Mass det. time= 72.1 min ( 813.0 - 741.0 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p500.4", "order": 4, "type": "table", "bbox": { "l": 51.36, "t": 515.76, "r": 558.48, "b": 238.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 42, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.2, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf …" }, { "row": 2, "col": 3, "coverage": 0.27, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,5…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p500.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p500.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p500.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p500.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p500.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p500.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p500.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p500.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 355.632, "t": 495.96, "r": 558.48, "b": 476.16 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p500.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p500.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p500.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p500.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 355.632, "t": 476.16, "r": 558.48, "b": 456.36 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p500.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p500.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p500.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p500.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 355.632, "t": 456.36, "r": 558.48, "b": 436.56 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p500.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 51.36, "t": 436.56, "r": 152.784, "b": 416.76 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p500.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 152.784, "t": 436.56, "r": 254.208, "b": 416.76 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p500.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p500.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p500.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.463499, "b": 377.424239 }, "text": "Elevation (feet)\n93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p500.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.939068, "b": 377.424239 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p500.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 216.482589, "t": 413.430024, "r": 270.296123, "b": 377.424239 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p500.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 300.957943, "t": 413.430024, "r": 354.946977, "b": 377.424239 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p500.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p500.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p500.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p500.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p500.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.463499, "b": 315.504264 }, "text": "Elevation (feet)\n94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p500.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.939068, "b": 315.504264 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p500.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 315.504264 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p500.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 315.504264 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p500.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p500.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p500.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p500.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p500.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.463499, "b": 253.584289 }, "text": "Elevation (feet)\n94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p500.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.939068, "b": 253.584289 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p500.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 253.584289 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p500.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 300.957621, "t": 289.590073, "r": 354.946655, "b": 253.584289 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p500.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p500.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p500.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p500.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 } ], "reading_order": 3 }, { "id": "p500.5", "order": 49, "type": "table", "bbox": { "l": 52.32, "t": 228.96, "r": 555.36, "b": 127.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p500.5.1", "order": 50, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p500.5.2", "order": 51, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p500.5.3", "order": 52, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p500.5.4", "order": 53, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p500.5.5", "order": 54, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p500.5.6", "order": 55, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p500.5.7", "order": 56, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p500.5.8", "order": 57, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p500.5.9", "order": 58, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p500.5.10", "order": 59, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p500.5.11", "order": 60, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p500.5.12", "order": 61, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p500.5.13", "order": 62, "type": "table_cell", "bbox": { "l": 52.32, "t": 152.64, "r": 178.08, "b": 127.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p500.5.14", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p500.5.15", "order": 64, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p500.5.16", "order": 65, "type": "table_cell", "bbox": { "l": 429.6, "t": 152.64, "r": 555.36, "b": 127.2 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p500.6", "order": 66, "type": "footnote", "bbox": { "l": 52.8, "t": 121.2, "r": 494.16, "b": 69.6 }, "text": "Primary OutFlow Max=1.44 cfs @ 12.15 hrs HW=94.88' TW=92.80' (Dynamic Tailwater)\n3=Culvert (Passes 1.44 cfs of 6.34 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.77 fps)\n2=Grate (Weir Controls 1.28 cfs @ 0.95 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 501, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p501.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.2, "r": 563.76, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 334", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p501.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 393.84, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p501.3", "order": 3, "type": "figure", "bbox": { "l": 52.56, "t": 678.96, "r": 559.68, "b": 601.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 10P: PERVIOUS PAVEMENT 2B\nOrifice\nCulvert" }, "reading_order": 2 }, { "id": "p501.4", "order": 4, "type": "caption", "bbox": { "l": 196.56, "t": 590.4, "r": 423.36, "b": 574.8 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p501.5", "order": 5, "type": "figure", "bbox": { "l": 60.72, "t": 571.92, "r": 558.24, "b": 303.36 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1.57 cfs Primary\n1.44 cfs Inflow Area=8,276 sf\nPeak Elev=94.88'\nStorage=1,105 cf\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p501.5.1", "order": 6, "type": "caption", "bbox": { "l": 252, "t": 569.52, "r": 305.04, "b": 557.52 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p501.5.2", "order": 7, "type": "caption", "bbox": { "l": 64.8, "t": 449.28, "r": 75.12, "b": 410.64 }, "text": "Flow (cfs)", "attrs": { "block_label": "figure_title" }, "reading_order": 1 } ], "reading_order": 4 }, { "id": "p501.6", "order": 8, "type": "footnote", "bbox": { "l": 67.92, "t": 672, "r": 284.16, "b": 640.08 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p501.7", "order": 9, "type": "footnote", "bbox": { "l": 83.76, "t": 323.28, "r": 479.76, "b": 302.88 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 502, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p502.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 738.96, "r": 563.76, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 335", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p502.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 406.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p502.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 687.84, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p502.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.52, "r": 553.2, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p502.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p502.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p502.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 503, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p503.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 564.24, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 336", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p503.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 384.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p503.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p503.4", "order": 4, "type": "table", "bbox": { "l": 53.04, "t": 663.36, "r": 330.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p503.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p503.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.02\n0.03\n0.05\n0.08\n0.90\n0.09\n0.05\n0.03\n0.03\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p503.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n50\n126\n159\n200\n285\n988\n787\n479\n265\n179\n156\n141\n65\n41\n29\n23\n19\n16\n14\n12\n11\n10\n9\n8\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p503.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.84\n93.90\n93.93\n93.96\n94.03\n94.85\n94.67\n94.19\n94.02\n93.95\n93.93\n93.91\n93.85\n93.83\n93.82\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p503.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.68\n0.13\n0.09\n0.05\n0.03\n0.03\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 504, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p504.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 738.96, "r": 563.52, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 337", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p504.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 392.64, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p504.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p504.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 662.16, "r": 401.04, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p504.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p504.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p504.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p504.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p504.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p504.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 505, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p505.1", "order": 1, "type": "header", "bbox": { "l": 352.32, "t": 739.68, "r": 562.8, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p505.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p505.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 725.28, "r": 560.64, "b": 699.6 }, "text": "Printed 12/19/2025\nPage 338", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p505.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p505.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p505.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p505.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p505.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p505.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p505.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p505.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 506, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 13, "items": [ { "id": "p506.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.92, "r": 563.76, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 339", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p506.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 738.24, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p506.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p506.4", "order": 4, "type": "text", "bbox": { "l": 47.28, "t": 664.08, "r": 526.08, "b": 524.4 }, "text": "Intflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 1.65 cfs @ 12.12 hrs, Volume= 6,708 cf\nOutflow = 1.53 cfs @ 12.15 hrs, Volume= 6,704 cf, Atten= 7%, Lag= 1.5 min\nPrimary = 1.53 cfs @ 12.15 hrs, Volume= 6,704 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.89' @ 12.15 hrs Surf.Area= 8,889 sf Storage= 1,076 cf\n\nPlug-Flow detention time= 66.6 min calculated for 6,703 cf (100% of inflow)\nCenter-of-Mass det. time= 66.5 min ( 807.5 - 741.0 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p506.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 517.44, "r": 557.04, "b": 237.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p506.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p506.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p506.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p506.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p506.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p506.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p506.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p506.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.056, "t": 497.4343, "r": 557.04, "b": 477.4286 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p506.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p506.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p506.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p506.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.056, "t": 477.4286, "r": 557.04, "b": 457.4229 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p506.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p506.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p506.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p506.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.056, "t": 457.4229, "r": 557.04, "b": 437.4171 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p506.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.4171, "r": 153.072, "b": 417.4114 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p506.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.072, "t": 437.4171, "r": 254.064, "b": 417.4114 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p506.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p506.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p506.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p506.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p506.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p506.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p506.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p506.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p506.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p506.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p506.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p506.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p506.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p506.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p506.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p506.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p506.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p506.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p506.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p506.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p506.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p506.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p506.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p506.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p506.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p506.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p506.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p506.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p506.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p506.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p506.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p506.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p506.5.51", "order": 56, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p506.5.52", "order": 57, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p506.5.53", "order": 58, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p506.5.54", "order": 59, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p506.5.55", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p506.5.56", "order": 61, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p506.6", "order": 62, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.6, "b": 127.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p506.6.1", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p506.6.2", "order": 64, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p506.6.3", "order": 65, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p506.6.4", "order": 66, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p506.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p506.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p506.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p506.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p506.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p506.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p506.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p506.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p506.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.64, "r": 177.96, "b": 127.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p506.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p506.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p506.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.64, "r": 555.6, "b": 127.2 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p506.7", "order": 79, "type": "footnote", "bbox": { "l": 53.04, "t": 121.44, "r": 494.4, "b": 69.6 }, "text": "Primary OutFlow Max=1.53 cfs @ 12.15 hrs HW=94.89' TW=91.28' (Dynamic Tailwater)\n3=Culvert (Passes 1.53 cfs of 7.25 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.78 fps)\n2=Grate (Weir Controls 1.37 cfs @ 0.97 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 507, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 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423.12, "b": 575.04 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p507.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 568.32, "r": 556.08, "b": 305.76 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1.65 cfs Primary\n1.53 cfs Inflow Area=8,712 sf\nPeak Elev=94.89'\nStorage=1,076 cf\n(cfs) 1\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 4 }, { "id": "p507.6", "order": 6, "type": "footnote", "bbox": { "l": 84.24, "t": 323.04, "r": 479.76, "b": 303.36 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 508, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p508.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 738.96, "r": 563.76, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 341", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p508.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 391.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p508.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 673.2 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p508.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.44, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p508.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p508.6", "order": 6, "type": "caption", "bbox": { "l": 237.36, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p508.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 509, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p509.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.2, "r": 564, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 342", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p509.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 382.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p509.3", "order": 3, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p509.4", "order": 4, "type": "table", "bbox": { "l": 53.04, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p509.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p509.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.03\n0.03\n0.05\n0.09\n0.95\n0.09\n0.05\n0.03\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p509.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n53\n127\n158\n200\n290\n965\n730\n448\n255\n176\n154\n139\n62\n38\n28\n22\n18\n15\n13\n11\n10\n9\n8\n8\n7\n7\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p509.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.84\n93.91\n93.93\n93.97\n94.04\n94.85\n94.61\n94.18\n94.02\n93.95\n93.93\n93.92\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p509.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.76\n0.14\n0.09\n0.05\n0.03\n0.03\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 510, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p510.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 738.96, "r": 563.52, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 343", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p510.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 390.48, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p510.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p510.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 662.4, "r": 400.08, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p510.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p510.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p510.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p510.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p510.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p510.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 511, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p511.1", "order": 1, "type": "header", "bbox": { "l": 352.32, "t": 739.68, "r": 562.8, "b": 711.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p511.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p511.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 725.28, "r": 560.64, "b": 699.84 }, "text": "Printed 12/19/2025\nPage 344", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p511.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p511.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p511.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p511.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p511.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p511.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p511.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p511.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 512, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 71, "counts_by_type": { "figure": 1, "heading": 1, "table": 2, "table_cell": 60, "text": 6, "title": 1 }, "build_ms": 12, "items": [ { "id": "p512.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 563.04, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 345", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p512.2", "order": 2, "type": "heading", "bbox": { "l": 165.6, "t": 688.08, "r": 456.72, "b": 672.72 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p512.3", "order": 3, "type": "table", "bbox": { "l": 50.88, "t": 661.44, "r": 530.64, "b": 586.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 21, "cells_flagged": 2, "flags": [ { "row": 0, "col": 2, "coverage": 0.5, "text": "30.65% Impervious," }, { "row": 0, "col": 3, "coverage": 0.43, "text": "Inflow Depth = 4.08\" for 100 YR-C event" } ] } }, "children": [ { "id": "p512.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p512.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "27,007 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p512.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 242.784, "t": 661.44, "r": 338.736, "b": 648.92 }, "text": "30.65% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p512.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 338.736, "t": 661.44, "r": 434.688, "b": 648.92 }, "text": "Inflow Depth = 4.08\" for 100 YR-C event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p512.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 434.688, "t": 661.44, "r": 530.64, "b": 648.92 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p512.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p512.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "1.85 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p512.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.18 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p512.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 338.736, "t": 648.92, "r": 434.688, "b": 636.4 }, "text": "Volume= 9,185 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p512.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 434.688, "t": 648.92, "r": 530.64, "b": 636.4 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p512.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p512.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.29 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p512.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "13.23 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p512.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 338.736, "t": 636.4, "r": 434.688, "b": 623.88 }, "text": "Volume= 9,185 cf,", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p512.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 434.688, "t": 636.4, "r": 530.64, "b": 623.88 }, "text": "Atten= 84%, Lag= 62.8 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p512.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 102.254456, "b": 611.184146 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p512.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 146.270184, "t": 621.26994, "r": 183.814547, "b": 611.184146 }, "text": "0.20 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p512.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 206.513017, "t": 621.26994, "r": 253.88892, "b": 611.184146 }, "text": "13.23 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p512.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 338.736, "t": 623.88, "r": 434.688, "b": 611.36 }, "text": "Volume= 8,204 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p512.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 434.688, "t": 623.88, "r": 530.64, "b": 611.36 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p512.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 53.999978, "t": 609.269945, "r": 199.417382, "b": 587.184155 }, "text": "Primary =\nRouted to Link 33L : POA 2", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p512.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 146.276777, "t": 609.269945, "r": 183.821141, "b": 599.18415 }, "text": "0.10 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p512.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 206.51961, "t": 609.269945, "r": 253.895513, "b": 599.18415 }, "text": "13.23 hrs,", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p512.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 338.736, "t": 611.36, "r": 434.688, "b": 598.84 }, "text": "Volume= 981 cf", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p512.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 434.688, "t": 611.36, "r": 530.64, "b": 598.84 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 24 } ], "reading_order": 2 }, { "id": "p512.4", "order": 29, "type": "text", "bbox": { "l": 50.64, "t": 576.24, "r": 408.96, "b": 549.84 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.12' @ 13.23 hrs Surf.Area= 1,704 sf Storage= 2,640 cf", "reading_order": 3 }, { "id": "p512.5", "order": 30, "type": "text", "bbox": { "l": 50.88, "t": 540.72, "r": 416.88, "b": 513.6 }, "text": "Plug-Flow detention time= 125.5 min calculated for 9,185 cf (100% of inflow) Center-of-Mass det. time= 125.5 min ( 974.6 - 849.1 )", "reading_order": 4 }, { "id": "p512.6", "order": 31, "type": "table", "bbox": { "l": 50.88, "t": 503.28, "r": 560.64, "b": 157.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 5, "integrity": { "cells_checked": 35, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p512.6.1", "order": 32, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p512.6.2", "order": 33, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p512.6.3", "order": 34, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p512.6.4", "order": 35, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p512.6.5", "order": 36, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p512.6.6", "order": 37, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "91.65'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p512.6.7", "order": 38, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,378 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p512.6.8", "order": 39, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p512.6.9", "order": 40, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p512.6.10", "order": 41, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 379.344238 }, "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p512.6.11", "order": 42, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 379.344238 }, "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p512.6.12", "order": 43, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.82856, "b": 379.344238 }, "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p512.6.13", "order": 44, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 379.344238 }, "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p512.6.14", "order": 45, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 131.159638, "b": 329.424258 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p512.6.15", "order": 46, "type": "table_cell", "bbox": { "l": 98.393254, "t": 365.430043, "r": 135.337251, "b": 355.344248 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p512.6.16", "order": 47, "type": "table_cell", "bbox": { "l": 182.154172, "t": 365.430043, "r": 208.96698, "b": 355.344248 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p512.6.17", "order": 48, "type": "table_cell", "bbox": { "l": 220.674561, "t": 365.430043, "r": 290.381429, "b": 355.344248 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p512.6.18", "order": 49, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 82.24154, "b": 341.424253 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p512.6.19", "order": 50, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 140.100814, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p512.6.20", "order": 51, "type": "table_cell", "bbox": { "l": 180.353475, "t": 315.510063, "r": 209.224683, "b": 305.424268 }, "text": "93.65'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p512.6.21", "order": 52, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.510048, "r": 520.31863, "b": 341.304253 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p512.6.22", "order": 53, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p512.6.23", "order": 54, "type": "table_cell", "bbox": { "l": 53.999993, "t": 365.430043, "r": 86.762864, "b": 305.424268 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p512.6.24", "order": 55, "type": "table_cell", "bbox": { "l": 180.350366, "t": 339.510053, "r": 209.221574, "b": 329.424258 }, "text": "94.70'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p512.6.25", "order": 56, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p512.6.26", "order": 57, "type": "table_cell", "bbox": { "l": 50.88, "t": 249.664, "r": 152.832, "b": 226.608 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p512.6.27", "order": 58, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 135.319322, "b": 305.424268 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p512.6.28", "order": 59, "type": "table_cell", "bbox": { "l": 180.350366, "t": 351.510048, "r": 209.221574, "b": 341.424253 }, "text": "93.65'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p512.6.29", "order": 60, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 269.42428199999995 }, "text": "12.0\" Round Culvert\\nL= 17.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 '/\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p512.6.30", "order": 61, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p512.6.31", "order": 62, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p512.6.32", "order": 63, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "91.65'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p512.6.33", "order": 64, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 509.057474, "b": 257.30428700000004 }, "text": "4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p512.6.34", "order": 65, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.20 cfs @ 13.23 hrs HW=94.12' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.20 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 33 }, { "id": "p512.6.35", "order": 66, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 484.044178, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.10 cfs @ 13.23 hrs HW=94.12' TW=0.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.10 cfs of 0.76 cfs potential flow)\\n1=Orifice (Orifice Controls 0.10 cfs @ 2.92 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 5 }, { "id": "p512.7", "order": 67, "type": "figure", "bbox": { "l": 51.84, "t": 139.68, "r": 559.92, "b": 61.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p512.7.1", "order": 68, "type": "text", "bbox": { "l": 316.56, "t": 135.6, "r": 346.08, "b": 122.4 }, "text": "Grate", "reading_order": 0 }, { "id": "p512.7.2", "order": 69, "type": "text", "bbox": { "l": 70.32, "t": 117.12, "r": 250.32, "b": 103.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "reading_order": 1 }, { "id": "p512.7.3", "order": 70, "type": "text", "bbox": { "l": 309.84, "t": 112.8, "r": 345.84, "b": 100.32 }, "text": "Orfivet", "reading_order": 2 }, { "id": "p512.7.4", "order": 71, "type": "text", "bbox": { "l": 292.8, "t": 75.84, "r": 346.08, "b": 62.88 }, "text": "Exfiltration", "reading_order": 3 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 513, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p513.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 564.24, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 346", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p513.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p513.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p513.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 672.48, "r": 552, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n1.85 cfs Inflow\nOutflow\nDiscarded\nInflow Area=27,007 sf Primary\n2\nPeak Elev=94.12'\nStorage=2,640 cf\n(cfs)\n1\nFlow\n0.29 cfs\n0.20 cfs\n0.10 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p513.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p513.6", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 360.72, "r": 552, "b": 93.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 514, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p514.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.72, "r": 563.76, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nions LLC Page 347", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p514.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 391.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p514.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p514.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p514.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 663.12, "r": 553.2, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 515, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 7 }, "build_ms": 15, "items": [ { "id": "p515.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.44, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p515.2", "order": 2, "type": "header", "bbox": { "l": 446.88, "t": 739.2, "r": 564.72, "b": 699.36 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\nPage 348", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p515.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.76, "r": 393.12, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p515.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p515.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 665.76, "r": 444.48, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p515.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p515.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.68\n0.23\n0.14\n0.09\n0.06\n0.05\n0.04\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p515.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n2\n2\n3\n5\n317\n2,546\n2,059\n1,675\n1,176\n734\n383\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p515.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.65\n91.66\n91.66\n92.16\n94.07\n93.76\n93.49\n93.09\n92.66\n92.25\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p515.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.08\n0.28\n0.19\n0.16\n0.13\n0.11\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p515.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.17856, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.02\n0.03\n0.04\n0.06\n0.08\n0.19\n0.17\n0.16\n0.13\n0.11\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p515.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.575675, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.09\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 516, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 14, "items": [ { "id": "p516.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 740.16, "r": 563.04, "b": 705.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p516.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p516.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 349", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p516.4", "order": 4, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p516.5", "order": 5, "type": "table", "bbox": { "l": 55.2, "t": 665.28, "r": 507.6, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p516.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p516.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p516.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p516.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p516.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p516.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p516.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p516.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 517, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p517.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 563.04, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 350", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p517.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.52, "r": 390.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p517.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p517.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 661.2, "r": 255.84, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p517.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p517.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p517.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p517.5", "order": 8, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p517.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p517.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p517.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 518, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 30, "text": 5 }, "build_ms": 7, "items": [ { "id": "p518.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.52, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 351", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p518.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 394.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p518.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p518.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 661.68, "r": 524.4, "b": 601.44 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 1.83\" for 100 YR-C event\nInflow = 0.66 cfs @ 12.24 hrs, Volume = 4,528 cf\nOutflow = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf, Atten = 10%, Lag = 8.4 min\nPrimary = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf\nRouted to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p518.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 588, "r": 407.04, "b": 524.4 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.54' @ 12.38 hrs Surf.Area= 907 sf Storage= 532 cf\nPlug-Flow detention time= 46.6 min calculated for 4,428 cf (98% of inflow)\nCenter-of-Mass det. time= 35.2 min ( 956.8 - 921.5 )", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p518.6", "order": 6, "type": "table", "bbox": { "l": 51.12, "t": 517.92, "r": 559.44, "b": 234.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p518.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p518.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p518.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p518.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p518.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p518.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p518.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p518.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p518.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p518.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p518.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p518.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p518.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p518.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p518.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p518.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p518.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p518.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p518.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p518.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p518.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p518.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p518.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p518.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p518.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p518.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 51.12, "t": 286.4073, "r": 152.784, "b": 260.6836 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p518.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p518.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p518.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p518.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.60 cfs @ 12.38 hrs HW=94.54' TW=92.01' (Dynamic Tailwater)\\n3=Culvert (Passes 0.60 cfs of 7.52 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.85 fps)\\n2=Grate (Weir Controls 0.47 cfs @ 0.68 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p518.7", "order": 37, "type": "figure", "bbox": { "l": 51.84, "t": 220.8, "r": 384.24, "b": 188.64 }, "text": "", "attrs": { 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"caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p519.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.2, "r": 564, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC\nPage 352", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p519.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p519.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p519.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 668.4, "r": 553.68, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.66 cfs Primary\n0.7\nInflow Area=29,621 sf\n0.65 0.60 cfs\n0.6 Peak Elev=94.54'\nStorage=532 cf\n0.55\n0.5\n0.45\n(cfs) 0.4\nFlow\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p519.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p519.6", "order": 6, "type": "caption", "bbox": { "l": 244.56, "t": 361.92, "r": 314.4, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p519.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 551.52, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 520, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p520.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 563.52, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 353", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p520.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p520.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p520.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p520.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.32, "r": 553.2, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 521, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p521.1", "order": 1, "type": "header", "bbox": { "l": 350.16, "t": 739.44, "r": 564.24, "b": 702 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 354", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p521.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 379.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p521.3", "order": 3, "type": "caption", "bbox": { "l": 170.64, "t": 687.6, "r": 452.16, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p521.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p521.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p521.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.12\n0.13\n0.08\n0.06\n0.05\n0.04\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p521.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n39\n497\n351\n208\n170\n162\n155\n108\n103\n102\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p521.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.57\n94.50\n94.32\n94.08\n93.99\n93.97\n93.96\n93.83\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p521.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.14\n0.11\n0.07\n0.05\n0.04\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 522, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 24, "items": [ { "id": "p522.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.68, "r": 563.04, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 355", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p522.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 387.12, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p522.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.6, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p522.4", "order": 4, "type": "table", "bbox": { "l": 56.16, "t": 662.4, "r": 405.36, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p522.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p522.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p522.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p522.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p522.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p522.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p522.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p522.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p522.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p522.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p522.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p522.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p522.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p522.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p522.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p522.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p522.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p522.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p522.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p522.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p522.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p522.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p522.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p522.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p522.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p522.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p522.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p522.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p522.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p522.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p522.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p522.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p522.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 523, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p523.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 563.04, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 356", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p523.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p523.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p523.4", "order": 4, "type": "table", "bbox": { "l": 54.96, "t": 670.8, "r": 469.44, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p523.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p523.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p523.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p523.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p523.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p523.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 524, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 3, "header": 2, "heading": 1, "table": 1, "table_cell": 8, "text": 1 }, "build_ms": 1, "items": [ { "id": "p524.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.2, "r": 563.52, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 357", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p524.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 386.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p524.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p524.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 660.24, "r": 520.08, "b": 621.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 2, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "27.76% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 0.00\" for 100 YR-C event" } ] } }, "children": [ { "id": "p524.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p524.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "73,567 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p524.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 286.2, "t": 660.24, "r": 403.14, "b": 647.44 }, "text": "27.76% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p524.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 403.14, "t": 660.24, "r": 520.08, "b": 647.44 }, "text": "Inflow Depth = 0.00\" for 100 YR-C event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p524.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 90.922534, "b": 623.184141 }, "text": "Inflow =\nPrimary =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p524.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.276777, "t": 645.269931, "r": 183.821462, "b": 623.184141 }, "text": "0.00 cfs @\n0.00 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p524.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 212.399634, "t": 645.269931, "r": 302.46284, "b": 623.184141 }, "text": "0.00 hrs, Volume=\n0.00 hrs, Volume=", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p524.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 369.955963, "t": 645.269931, "r": 517.021128, "b": 623.184141 }, "text": "0 cf\n0 cf, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p524.5", "order": 13, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.6 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p524.6", "order": 14, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p524.7", "order": 15, "type": "figure", "bbox": { "l": 60.96, "t": 507.6, "r": 552.48, "b": 232.08 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=73,567 sf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 }, { "id": "p524.8", "order": 16, "type": "footnote", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 492.96 }, "text": "Hydrograph", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p524.9", "order": 17, "type": "footer", "bbox": { "l": 506.64, "t": 482.64, "r": 547.2, "b": 462.48 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 }, { "id": "p524.10", "order": 18, "type": "footnote", "bbox": { "l": 65.04, "t": 384.24, "r": 74.16, "b": 345.84 }, "text": "Flow (cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p524.11", "order": 19, "type": "footnote", "bbox": { "l": 84.72, "t": 257.28, "r": 478.8, "b": 237.84 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 525, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 27, "items": [ { "id": "p525.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.44, "r": 563.52, "b": 708.96 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p525.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 383.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p525.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 358", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p525.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p525.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p525.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p525.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p525.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.67025, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p525.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.067365, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p525.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p525.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p525.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p525.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p525.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 526, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p526.1", "order": 1, "type": "header", "bbox": { "l": 349.2, "t": 739.2, "r": 564, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 359", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p526.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p526.3", "order": 3, "type": "heading", "bbox": { "l": 218.88, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p526.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 520.08, "b": 622.32 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.44\" for 100 YR-C event\nInflow = 0.10 cfs @ 13.23 hrs, Volume = 981 cf\nPrimary = 0.10 cfs @ 13.23 hrs, Volume = 981 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p526.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p526.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p526.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 503.04, "r": 553.2, "b": 238.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.11 0.10 cfs Primary\n0.105 0.10 cfs\n0.1 Inflow Area=27,007 sf\n0.095\n0.09\n0.085\n0.08\n0.075\n0.07\n0.065\n(cfs) 0.06\n0.055\nFlow 0.05\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 527, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p527.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.44, "r": 563.52, "b": 702.48 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 360", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p527.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 381.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p527.3", "order": 3, "type": "caption", "bbox": { "l": 218.64, "t": 687.6, "r": 399.84, "b": 672.72 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p527.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p527.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p527.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.10\n0.09\n0.07\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p527.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p527.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.10\n0.09\n0.07\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p527.5", "order": 9, "type": "table", "bbox": { "l": 266.88, "t": 663.36, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p527.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p527.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p527.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p527.5.4", "order": 13, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 528, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p528.1", "order": 1, "type": "header", "bbox": { "l": 349.92, "t": 739.2, "r": 564.48, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 361", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p528.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 388.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p528.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p528.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 520.08, "b": 622.08 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.13\" for 100 YR-C event\nInflow = 0.07 cfs @ 13.49 hrs, Volume = 413 cf\nPrimary = 0.07 cfs @ 13.49 hrs, Volume = 413 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p528.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p528.6", "order": 6, "type": "caption", "bbox": { "l": 257.52, "t": 524.4, "r": 357.36, "b": 510 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p528.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 503.28, "r": 551.76, "b": 235.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.07 cfs Primary\n0.08 0.07 cfs\n0.075 Inflow Area=38,333 sf\n0.07\n0.065\n0.06\n0.055\n0.05\n(cfs) 0.045\nFlow 0.035\n0.04\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 529, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 24, "items": [ { "id": "p529.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.68, "r": 563.28, "b": 703.44 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 362", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p529.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 381.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p529.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 362", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p529.4", "order": 4, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.72 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p529.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p529.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p529.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p529.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p529.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p529.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p529.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p529.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p529.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p529.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 530, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footer": 1, "table": 1, "table_cell": 33, "text": 1 }, "build_ms": 8, "items": [ { "id": "p530.1", "order": 1, "type": "text", "bbox": { "l": 104.64, "t": 687.84, "r": 508.08, "b": 650.4 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p530.2", "order": 2, "type": "table", "bbox": { "l": 48.48, "t": 672, "r": 558.24, "b": 70.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 33, "cells_flagged": 6, "flags": [ { "row": 1, "col": 0, "coverage": 0.33, "text": "Subcatchment2S: DA-P1 PERVOUS" }, { "row": 2, "col": 0, "coverage": 0.33, "text": "Subcatchment3S: DA-P3 PERVOUS" }, { "row": 3, "col": 0, "coverage": 0.33, "text": "Subcatchment4S: DA-P2 PERVOUS" }, { "row": 4, "col": 0, "coverage": 0.33, "text": "Subcatchment6S: DA-P3 IMPERVOUS" }, { "row": 5, "col": 0, "coverage": 0.33, "text": "Subcatchment7S: DA-P2 IMPERVOUS" }, { "row": 6, "col": 0, "coverage": 0.33, "text": "Subcatchment8S: DA-P1 IMPERVOUS" } ] } }, "children": [ { "id": "p530.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 48.48, "t": 672, "r": 558.24, "b": 636.5929 }, "text": "Runoff by SCS 1K-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 0 }, { "id": "p530.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 48.48, "t": 636.5929, "r": 303.36, "b": 601.1859 }, "text": "Subcatchment2S: DA-P1 PERVOUS", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p530.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 243.185574, "t": 637.323548, "r": 555.253446, "b": 616.044584 }, "text": "Runoff Area=1,220 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=1.88 cfs 12,697 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p530.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 48.48, "t": 601.1859, "r": 303.36, "b": 565.7788 }, "text": "Subcatchment3S: DA-P3 PERVOUS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p530.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 248.705572, "t": 601.323563, "r": 555.25347, "b": 580.044598 }, "text": "Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=1.18 cfs 7,077 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p530.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 48.48, "t": 565.7788, "r": 303.36, "b": 530.3718 }, "text": "Subcatchment4S: DA-P2 PERVOUS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p530.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 303.36, "t": 565.7788, "r": 558.24, "b": 530.3718 }, "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=168' Slope=0.0300 /' Tc=8.7 min CN=39/0 Runoff=0.86 cfs 4,475 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p530.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 48.48, "t": 530.3718, "r": 303.36, "b": 494.9647 }, "text": "Subcatchment6S: DA-P3 IMPERVOUS", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p530.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 254.22557, "t": 529.3235910000001, "r": 555.144753, "b": 508.044627 }, "text": "Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.98 cfs 8,108 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p530.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 48.48, "t": 494.9647, "r": 303.36, "b": 459.5576 }, "text": "Subcatchment7S: DA-P2 IMPERVOUS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p530.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 254.22557, "t": 493.323606, "r": 555.144747, "b": 472.044642 }, "text": "Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.89 cfs 7,703 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p530.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 48.48, "t": 459.5576, "r": 303.36, "b": 424.1506 }, "text": "Subcatchment8S: DA-P1 IMPERVOUS", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p530.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 303.36, "t": 459.5576, "r": 558.24, "b": 424.1506 }, "text": "Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=372' Slope=0.0200 /' Tc=2.5 min CN=0/98 Runoff=4.49 cfs 16,217 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p530.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 48.48, "t": 424.1506, "r": 303.36, "b": 388.7435 }, "text": "Subcatchment14S: LOT 11 Roof", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p530.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 259.745568, "t": 421.323635, "r": 555.042473, "b": 400.04467 }, "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.83 cfs 2,792 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p530.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 53.999978, "t": 385.120776, "r": 252.578134, "b": 375.02424 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p530.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 303.36, "t": 388.7435, "r": 558.24, "b": 353.3365 }, "text": "Peak Elev=92.62' Storage=7,159 cf Inflow=4.40 cfs 30,199 cf Discarded=0.57 cfs 29,874 cf Primary=0.25 cfs 325 cf Outflow=0.82 cfs 30,199 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p530.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 48.48, "t": 353.3365, "r": 303.36, "b": 317.9294 }, "text": "Pond 5P: BIORETENTIONBASIN 1A", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p530.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 277.559355, "t": 349.323663, "r": 555.506065, "b": 340.044694 }, "text": "Peak Elev=95.17' Storage=7,760 cf Inflow=5.50 cfs 28,914 cf Outflow=4.12 cfs 27,407 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p530.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 48.48, "t": 317.9294, "r": 303.36, "b": 282.5224 }, "text": "Pond 6P: BIORETENTIONBASIN 2A", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p530.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 291.360176, "t": 313.323678, "r": 555.597439, "b": 304.044709 }, "text": "Peak Elev=95.56' Storage=183 cf Inflow=0.86 cfs 4,475 cf Outflow=0.86 cfs 4,428 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p530.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 48.48, "t": 282.5224, "r": 303.36, "b": 247.1153 }, "text": "Pond 8P: INFILTRATIONBASIN 3", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p530.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 303.36, "t": 282.5224, "r": 558.24, "b": 247.1153 }, "text": "Peak Elev=94.40' Storage=4,201 cf Inflow=2.66 cfs 15,082 cf Discarded=0.27 cfs 12,583 cf Primary=0.20 cfs 2,499 cf Outflow=0.47 cfs 15,082 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p530.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 53.999978, "t": 241.12083399999995, "r": 163.291003, "b": 231.02429800000004 }, "text": "Pond 10P: PERVIOUS PAVEMENT2B", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p530.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 283.079985, "t": 241.323707, "r": 555.542916, "b": 232.04473800000005 }, "text": "Peak Elev=94.90' Storage=1,145 cf Inflow=1.89 cfs 7,703 cf Outflow=1.76 cfs 7,699 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p530.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 53.999978, "t": 205.12084800000002, "r": 163.291003, "b": 195.024312 }, "text": "Pond 15P: PERVIOUS PAVEMENT3B", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p530.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 283.079547, "t": 205.32372099999998, "r": 555.542479, "b": 196.04475200000002 }, "text": "Peak Elev=94.90' Storage=1,116 cf Inflow=1.98 cfs 8,108 cf Outflow=1.86 cfs 8,105 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p530.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 48.48, "t": 176.3012, "r": 303.36, "b": 140.8941 }, "text": "Pond 33P: INFILTRATIONBASIN 2", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p530.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 303.36, "t": 176.3012, "r": 558.24, "b": 140.8941 }, "text": "Peak Elev=94.71' Storage=3,760 cf Inflow=2.57 cfs 12,127 cf Discarded=0.24 cfs 9,837 cf Primary=0.25 cfs 2,290 cf Outflow=0.48 cfs 12,127 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p530.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 53.999978, "t": 133.12087699999995, "r": 224.909184, "b": 123.02434100000005 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p530.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 291.359709, "t": 133.32375000000002, "r": 555.596972, "b": 124.04478099999994 }, "text": "Peak Elev=94.57' Storage=560 cf Inflow=1.18 cfs 7,077 cf Outflow=1.17 cfs 6,978 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p530.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 53.999978, "t": 97.12089100000003, "r": 131.79855, "b": 87.02435500000001 }, "text": "Link 32L: POA1", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p530.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 450.185491, "t": 97.32376399999998, "r": 556.877596, "b": 76.04480000000001 }, "text": "Inflow=0.25 cfs 325 cf Primary=0.25 cfs 325 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 1 }, { "id": "p530.3", "order": 36, "type": "footer", "bbox": { "l": 49.92, "t": 738.48, "r": 560.88, "b": 700.32 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nPage 363", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 531, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "footer": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p531.1", "order": 1, "type": "text", "bbox": { "l": 50.88, "t": 692.64, "r": 572.64, "b": 590.16 }, "text": "Link 33L: POA 2\nLink 34L: POA 3\nTotal Runoff Area = 138,907 sf Runoff Volume = 59,070 cf Average Runoff Depth = 5.10\"\n73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p531.2", "order": 2, "type": "footer", "bbox": { "l": 46.56, "t": 739.44, "r": 560.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 100 YR-F Rainfall=11.41'\nPrinted 12/19/2025\nPage 364", "attrs": { "block_label": "footer" }, "reading_order": 1 } ] }, { "document_id": 12617, "page": 532, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "figure": 1, "header": 2, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p532.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 564.48, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 365", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p532.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 738, "r": 391.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p532.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p532.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.64, "b": 633.6 }, "text": "Runoff = 1.88 cfs @ 12.27 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p532.5", "order": 5, "type": "text", "bbox": { "l": 342.24, "t": 660.24, "r": 463.44, "b": 646.32 }, "text": "12,697 cf, Depth= 2.87\"", "reading_order": 4 }, { "id": "p532.6", "order": 6, "type": "text", "bbox": { "l": 50.4, "t": 624, "r": 611.76, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p532.7", "order": 7, "type": "figure", "bbox": { "l": 54, "t": 594.72, "r": 562.8, "b": 59.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\nRunoff\n2 1.88 cfs\nNOAA 24-hr D\n100 YR-F Rainfall=11.41\"\nRunoff Area=1.220 ac\nRunoff Volume=12,697 cf\n(cfs) Runoff Depth=2.87\"\nFlow Flow Length=525'\n1\nTc=14.2 min\nCN=39/0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 533, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p533.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.44, "r": 564.96, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p533.2", "order": 2, "type": "header", "bbox": { "l": 446.4, "t": 739.2, "r": 564.24, "b": 699.36 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 366", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p533.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 381.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p533.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.72 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p533.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p533.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p533.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.837001, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p533.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.788808, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.30\n1.67\n2.06\n2.33\n2.53\n2.71\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p533.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p533.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.45\n0.37\n0.20\n0.14\n0.12\n0.11\n0.09\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 534, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 5, "items": [ { "id": "p534.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 564.48, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 367", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p534.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 395.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p534.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p534.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.48, "r": 464.16, "b": 633.84 }, "text": "Runoff = 1.18 cfs @ 12.22 hrs, Volume= 7,077 cf, Depth= 2.87\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p534.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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(inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p535.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.788808, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.30\n1.67\n2.06\n2.33\n2.53\n2.71\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87\n2.87", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p535.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p535.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.32\n0.20\n0.11\n0.08\n0.07\n0.06\n0.05\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 536, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 44, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 32, "text": 3 }, "build_ms": 4, "items": [ { "id": "p536.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 564.72, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 369", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p536.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p536.3", "order": 3, "type": "heading", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p536.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660.72, "r": 463.92, "b": 633.84 }, "text": "Runoff = 0.86 cfs @ 12.18 hrs, Volume=\nRouted to Pond 6P : BIORENTION BASIN 2A", "reading_order": 3 }, { "id": "p536.5", "order": 5, "type": "text", "bbox": { "l": 347.28, "t": 660.24, "r": 463.44, "b": 646.32 }, "text": "4,475 cf, Depth= 2.87\"", "reading_order": 4 }, { "id": "p536.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p536.7", "order": 7, "type": "table", "bbox": { "l": 52.8, "t": 588.24, "r": 559.2, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p536.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p536.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p536.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p536.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.430\n0.430", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p536.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "39\n39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p536.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p536.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p536.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p536.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p536.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p536.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p536.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p536.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p536.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "60", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p536.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p536.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.13", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p536.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 342.1714, "t": 515.0057, "r": 414.5143, "b": 496.6971 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p536.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 352.216601, "b": 485.424196 }, "text": "Sheet Flow, Grass: Dense", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p536.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 361.157777, "t": 495.509991, "r": 459.146208, "b": 485.424196 }, "text": "n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p536.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p536.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p536.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 197.4857, "t": 496.6971, "r": 269.8286, "b": 478.3886 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p536.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p536.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 342.1714, "t": 496.6971, "r": 414.5143, "b": 478.3886 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p536.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p536.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "8.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p536.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "168", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p536.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p536.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 269.8286, "t": 478.3886, "r": 342.1714, "b": 460.08 }, "text": "", "attrs": { "row": 5, 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41, "type": "caption", "bbox": { "l": 254.4, "t": 364.8, "r": 306.24, "b": 353.28 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p536.10", "order": 42, "type": "figure", "bbox": { "l": 61.44, "t": 360.72, "r": 552.48, "b": 102.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.95 Runoff\n0.86 cfs\n0.9\nNOAA 24-hr D\n0.85\n0.8\n0.75 100 YR-F Rainfall=11.41\"\nRunoff Area=0.430 ac\n0.7\n0.65\n0.6 Runoff Volume=4,475 cf\n(cfs) 0.5 Runoff Depth=2.87\"\n0.55\nFlow Flow Length=168'\n0.45\n0.4\n0.35 Slope=0.0300 '/'\nTc=8.7 min\n0.3\n0.25\n0.2 CN=39/0\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p536.11", "order": 43, "type": "footer", "bbox": { "l": 355.92, "t": 415.2, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "footer" 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448.56, "t": 739.2, "r": 564, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 370", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p537.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 380.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p537.4", "order": 4, "type": "caption", "bbox": { "l": 164.64, "t": 687.6, "r": 457.92, "b": 672.72 }, "text": "Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p537.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p537.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p537.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.837001, "b": 229.76473799999997 }, "text": "Precip. 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p538.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 559.2, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 7, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p538.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p538.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p538.7.3", 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2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p538.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.200", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p538.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p538.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p538.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p538.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p538.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p538.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p538.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p538.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p538.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p538.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p538.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p538.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p538.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 342.0686, "t": 510, "r": 414.4457, "b": 490.32 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p538.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p538.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p538.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p538.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p538.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p538.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 342.0686, "t": 490.32, "r": 414.4457, "b": 470.64 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p538.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p538.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p538.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p538.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 269.6914, "t": 470.64, "r": 342.0686, "b": 450.96 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p538.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 342.0686, "t": 470.64, "r": 414.4457, "b": 450.96 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p538.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 414.4457, "t": 470.64, "r": 486.8229, "b": 450.96 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p538.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 486.8229, "t": 470.64, "r": 559.2, "b": 450.96 }, "text": "", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 6 }, { "id": "p538.8", "order": 41, "type": "text", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.24 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "reading_order": 7 }, { "id": "p538.9", "order": 42, "type": "caption", "bbox": { "l": 191.28, "t": 372.96, "r": 427.92, "b": 358.32 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p538.10", "order": 43, "type": "figure", "bbox": { "l": 62.16, "t": 353.76, "r": 553.2, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.98 cfs\n2\nNOAA 24-hr D\n100 YR-F Rainfall=11.41\"\nRunoff Area=0.200 ac\nRunoff Volume=8,108 cf\n(cfs) Runoff Depth=11.17\"\nFlow 1 Flow Length=155'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p538.11", "order": 44, "type": "footnote", "bbox": { "l": 85.2, "t": 107.28, "r": 492.96, "b": 86.16 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 539, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p539.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.44, "r": 564.72, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p539.2", "order": 2, "type": "header", "bbox": { "l": 448.08, "t": 738.96, "r": 563.76, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 372", "attrs": { "block_label": "header" }, "level": 2, 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"Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p539.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.8372, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p539.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p539.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.557099, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p539.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.10\n1.14\n0.11\n0.06\n0.04\n0.04\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 540, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 30, "text": 4, "title": 1 }, "build_ms": 4, "items": [ { "id": "p540.1", "order": 1, "type": "header", "bbox": { "l": 344.64, "t": 739.68, "r": 566.4, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 373", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p540.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p540.3", "order": 3, "type": "title", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p540.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 309.12, "b": 634.56 }, "text": "Runoff = 1.89 cfs @ 12.12 hrs, Volume=\nRouted to Pond 10P : PERVIOUS PAVEMENT 2B\n7,703 cf, Depth=11.17\"", "reading_order": 3 }, { "id": "p540.5", "order": 5, "type": "text", "bbox": { "l": 347.28, "t": 660.24, "r": 464.16, "b": 646.32 }, "text": "7,703 cf, Depth=11.17", "reading_order": 4 }, { "id": "p540.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p540.7", "order": 7, "type": "table", "bbox": { "l": 52.8, "t": 588.96, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p540.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p540.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p540.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p540.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p540.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p540.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p540.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p540.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p540.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p540.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p540.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p540.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p540.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p540.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p540.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p540.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p540.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 390.24, "t": 528.16, "r": 474.6, "b": 512.96 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p540.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 346.255817, "b": 497.304191 }, "text": "Sheet Flow,", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p540.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p540.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p540.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p540.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p540.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390.24, "t": 512.96, "r": 474.6, "b": 497.76 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p540.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 495.509991, "r": 453.78579, "b": 461.424205 }, "text": "Grass: Short n= 0.150 P2= 3.42\"\nShallow Concentrated Flow,\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p540.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p540.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p540.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p540.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 305.88, "t": 467.36, "r": 390.24, "b": 452.16 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p540.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 390.24, "t": 467.36, "r": 474.6, "b": 452.16 }, 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Rainfall=11.41\"\nRunoff Area=0.190 ac\nRunoff Volume=7,703 cf\n(cfs) Runoff Depth=11.17\"\nFlow Flow Length=172'\n1\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p540.11", "order": 41, "type": "footnote", "bbox": { "l": 84.96, "t": 107.04, "r": 492.96, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 541, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p541.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.44, "r": 564.72, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p541.2", "order": 2, "type": "header", "bbox": { "l": 448.32, "t": 739.2, "r": 564.24, "b": 700.08 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 374", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p541.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 383.04, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p541.4", "order": 4, "type": "caption", "bbox": { "l": 157.68, "t": 687.6, "r": 464.4, "b": 672.72 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p541.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p541.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p541.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.8372, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p541.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p541.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.557099, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p541.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.10\n1.08\n0.11\n0.06\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 542, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 2, "header": 2, "heading": 1, "table": 1, "table_cell": 30, "text": 3 }, "build_ms": 3, "items": [ { "id": "p542.1", "order": 1, "type": "header", "bbox": { "l": 335.04, "t": 739.92, "r": 569.52, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 375", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p542.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p542.3", "order": 3, "type": "heading", "bbox": { "l": 153.36, "t": 687.6, "r": 469.68, "b": 672.72 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p542.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 464.64, "b": 633.84 }, "text": "Runoff = 4.49 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p542.5", "order": 5, "type": "text", "bbox": { "l": 342.24, "t": 660.24, "r": 464.16, "b": 646.32 }, "text": "16,217 cf, Depth=11.17\"", "reading_order": 4 }, { "id": "p542.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p542.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p542.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p542.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p542.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p542.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p542.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p542.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p542.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p542.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p542.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p542.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p542.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p542.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p542.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p542.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 114.958671, "t": 507.509986, "r": 132.841024, "b": 497.424191 }, "text": "235", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p542.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.393863, "t": 507.509986, "r": 176.178176, "b": 497.424191 }, "text": "0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p542.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.147723, "t": 507.509986, "r": 224.010468, "b": 497.424191 }, "text": "2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p542.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 390.16, "t": 514.9371, "r": 474.56, "b": 496.4914 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p542.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 429.653191, "b": 485.424196 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p542.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p542.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p542.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 221.36, "t": 496.4914, "r": 305.76, "b": 478.0457 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p542.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p542.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390.16, "t": 496.4914, "r": 474.56, "b": 478.0457 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p542.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p542.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p542.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p542.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p542.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 305.76, "t": 478.0457, "r": 390.16, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p542.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 390.16, "t": 478.0457, "r": 474.56, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p544.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p544.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p544.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p544.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.208, "t": 609.09, "r": 498.144, "b": 585.48 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p544.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 498.144, "t": 609.09, "r": 610.08, "b": 585.48 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p544.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p544.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p544.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p544.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.208, "t": 585.48, "r": 498.144, "b": 561.87 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p544.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 498.144, "t": 585.48, "r": 610.08, "b": 561.87 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p544.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p544.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p544.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p544.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p544.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p544.6", "order": 24, "type": "caption", "bbox": { "l": 209.52, "t": 422.88, "r": 408.48, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p544.7", "order": 25, "type": "figure", "bbox": { "l": 63.6, "t": 404.16, "r": 498, "b": 136.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.9\n0.83 cfs\n0.85\n0.8 NOAA 24-hr D\n100 YR-F Rainfall=11.41\"\n0.75\n0.7\n0.65 Runoff Area=3,000 sf\n0.6\nRunoff Volume=2,792 cf\n0.55\n(cfs) 0.5 Runoff Depth=11.17\"\n0.45\nFlow 0.4 Flow Length=40'\n0.35 Tc=0.3 min\n0.3\nCN=0/98\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 }, { "id": "p544.8", "order": 26, "type": "footnote", "bbox": { "l": 510.24, "t": 381.12, "r": 547.92, "b": 368.4 }, "text": "Runoff", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 545, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p545.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.44, "r": 564.96, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p545.2", "order": 2, "type": "header", "bbox": { "l": 451.44, "t": 738.96, "r": 564, "b": 699.36 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 378", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p545.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 400.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p545.4", "order": 4, "type": "caption", "bbox": { "l": 174.48, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p545.5", "order": 5, "type": "table", "bbox": { "l": 53.76, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p545.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p545.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.8372, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p545.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p545.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.557099, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p545.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.01\n0.02\n0.04\n0.52\n0.04\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 546, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 34, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 29 }, "build_ms": 7, "items": [ { "id": "p546.1", "order": 1, "type": "header", "bbox": { "l": 347.28, "t": 739.68, "r": 564.72, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 379", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p546.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738.48, "r": 388.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p546.3", "order": 3, "type": "heading", "bbox": { "l": 149.52, "t": 687.6, "r": 472.8, "b": 672.48 }, "text": "Summary for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p546.4", "order": 4, "type": "table", "bbox": { "l": 49.92, "t": 675.12, "r": 563.04, "b": 120 }, "text": "", "attrs": { "block_label": "table", "n_rows": 19, "n_cols": 4, "integrity": { "cells_checked": 23, "cells_flagged": 13, "flags": [ { "row": 2, "col": 0, "coverage": 0.38, "text": "Outflow = 0.82 cfs @ 13.56 hrs, Volume= 30,199 cf, Atten= 8…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Discarded = 0.57 cfs @ 12.00 hrs, Volume= 29,874 cf" }, { "row": 4, "col": 0, "coverage": 0.38, "text": "Primary = 0.25 cfs @ 13.56 hrs, Volume= 325 cf" }, { "row": 8, "col": 0, "coverage": 0.2, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 9, "col": 0, "coverage": 0, "text": "#1A 87.00'" }, { "row": 10, "col": 0, "coverage": 0, "text": "#2A 87.50'" }, { "row": 10, "col": 2, "coverage": 0, "text": "ADS N-12 36\" x 20 Inside #1 Inside= 36.1\"W x 36.1\"H => 7.10…" }, { "row": 11, "col": 0, "coverage": 0, "text": "7,536 cf Total Available Storage" }, { "row": 13, "col": 0, "coverage": 0, "text": "Device Routing Invert Outlet Devices" }, { "row": 14, "col": 0, "coverage": 0, "text": "#1 Primary 92.59' 48.0\" x 48.0\" Horiz. Grate C= 0.600 Limit…" }, { "row": 15, "col": 0, "coverage": 0, "text": "#2 Device 1 88.00' 12.0\" Round Culvert L= 119.0' RCP, squar…" }, { "row": 16, "col": 0, "coverage": 0, "text": "#3 Discarded 87.00' 10.000 in/hr Exfiltration over Surface …" } ] } }, "children": [ { "id": "p546.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 49.92, "t": 675.12, "r": 563.04, "b": 648.6857 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 4.93\" for 100 YR-F event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p546.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 49.92, "t": 648.6857, "r": 563.04, "b": 622.2514 }, "text": "Inflow = 4.40 cfs @ 12.18 hrs, Volume= 30,199 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p546.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 49.92, "t": 622.2514, "r": 563.04, "b": 595.8171 }, "text": "Outflow = 0.82 cfs @ 13.56 hrs, Volume= 30,199 cf, Atten= 81%, Lag= 82.7 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p546.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 49.92, "t": 595.8171, "r": 563.04, "b": 569.3829 }, "text": "Discarded = 0.57 cfs @ 12.00 hrs, Volume= 29,874 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 3 }, { "id": "p546.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 49.92, "t": 569.3829, "r": 563.04, "b": 542.9486 }, "text": "Primary = 0.25 cfs @ 13.56 hrs, Volume= 325 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 4 }, { "id": "p546.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 196.43699, "b": 587.184155 }, "text": "Routed to Link 32L : POA1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p546.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.62' @ 13.56 hrs Surf.Area= 2,475 sf Storage= 7,159 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p546.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 415.003241, "b": 515.184184 }, "text": "Plug-Flow detention time= 92.0 min calculated for 30,195 cf (100% of inflow)\nCenter-of-Mass det. time= 92.0 min ( 1,079.3 - 987.3 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p546.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 49.92, "t": 410.7771, "r": 563.04, "b": 384.3429 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p546.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 49.92, "t": 384.3429, "r": 178.2, "b": 357.9086 }, "text": "#1A 87.00'", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p546.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 196.313329, "t": 487.349994, "r": 234.45806, "b": 477.264199 }, "text": "4,349 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p546.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 559.398634, "b": 465.264204 }, "text": "27.50\"W x 90.00\"L x 6.00\"H Field A 14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p546.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 49.92, "t": 357.9086, "r": 178.2, "b": 331.4743 }, "text": "#2A 87.50'", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p546.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 196.313329, "t": 463.350004, "r": 234.45806, "b": 453.264209 }, "text": "3,188 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p546.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 306.48, "t": 357.9086, "r": 563.04, "b": 331.4743 }, "text": "ADS N-12 36\" x 20 Inside #1 Inside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00\"L = 142.0 cf Outside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00\"L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 2 }, "reading_order": 14 }, { "id": "p546.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 49.92, "t": 331.4743, "r": 563.04, "b": 305.04 }, "text": "7,536 cf Total Available Storage", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 15 }, { "id": "p546.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 68.901577, "t": 377.430038, "r": 293.524508, "b": 367.344243 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p546.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 49.92, "t": 278.6057, "r": 563.04, "b": 252.1714 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 }, { "id": "p546.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 49.92, "t": 252.1714, "r": 563.04, "b": 225.7371 }, "text": "#1 Primary 92.59' 48.0\" x 48.0\" Horiz. Grate C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 18 }, { "id": "p546.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 49.92, "t": 225.7371, "r": 563.04, "b": 199.3029 }, "text": "#2 Device 1 88.00' 12.0\" Round Culvert L= 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 19 }, { "id": "p546.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 49.92, "t": 199.3029, "r": 563.04, "b": 172.8686 }, "text": "#3 Discarded 87.00' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 20 }, { "id": "p546.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 233.30429700000002 }, "text": "Discarded OutFlow Max=0.57 cfs @ 12.00 hrs HW=87.07' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.57 cfs)", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 }, { "id": "p546.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 49.92, "t": 146.4343, "r": 563.04, "b": 120 }, "text": "Primary OutFlow Max=0.25 cfs @ 13.56 hrs HW=92.62' TW=0.00' (Dynamic Tailwater) 1=Grate (Weir Controls 0.25 cfs @ 0.55 fps) 2=Culvert (Passes 0.25 cfs of 0.49 cfs potential flow)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 22 } ], "reading_order": 3 }, { "id": "p546.5", "order": 28, "type": "table", "bbox": { "l": 52.8, "t": 146.16, "r": 556.32, "b": 73.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p546.5.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199829, "t": 126.28087900000003, "r": 277.538941, "b": 116.18434400000001 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p546.5.2", "order": 30, "type": "table_cell", "bbox": { "l": 513.959794, "t": 145.59013100000004, "r": 540.772602, "b": 135.50433599999997 }, "text": "Grate", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p546.5.3", "order": 31, "type": "table_cell", "bbox": { "l": 52.8, "t": 122, "r": 304.56, "b": 97.84 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p546.5.4", "order": 32, "type": "table_cell", "bbox": { "l": 506.759797, "t": 91.59015199999999, "r": 540.712681, "b": 81.50435700000003 }, "text": "Culvert", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p546.5.5", "order": 33, "type": "table_cell", "bbox": { "l": 52.8, "t": 97.84, "r": 304.56, "b": 73.68 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p546.5.6", "order": 34, "type": "table_cell", "bbox": { "l": 490.559804, "t": 85.59015499999998, "r": 540.604661, "b": 75.50436000000002 }, "text": "Exfiltration", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 547, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p547.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.68, "r": 564.48, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC\nPage 380", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p547.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738.24, "r": 388.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p547.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.4, "b": 672.72 }, "text": "Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p547.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 666, "r": 543.6, "b": 363.12 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p547.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p547.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 548, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p548.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 564.72, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 381", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p548.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p548.3", "order": 3, "type": "caption", "bbox": { "l": 188.16, "t": 687.6, "r": 430.08, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p548.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 669.36, "r": 552, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n4.40 cfs Inflow\nOutflow\nDiscarded\nInflow Area=73,567 sf Primary\nPeak Elev=92.62'\n4 Storage=7,159 cf\n3\n(cfs)\nFlow\n2\n0.82 cfs\n0.57 cfs\n1\n0.25 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p548.5", "order": 5, "type": "caption", "bbox": { "l": 187.68, "t": 381.6, "r": 430.8, "b": 367.44 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p548.6", "order": 6, "type": "figure", "bbox": { "l": 63.84, "t": 358.32, "r": 551.76, "b": 94.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\nPrimary\nGrate\n92\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\nExfiltration\n87\n0 1 2\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 549, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p549.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 564.48, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 382", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p549.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 402, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p549.3", "order": 3, "type": "caption", "bbox": { "l": 188.16, "t": 687.36, "r": 430.8, "b": 672.96 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p549.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p549.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 662.4, "r": 551.28, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 500 1,000 1,500 2,000 Surface\nStorage\n92\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 1,000 2,000 3,000 4,000 5,000 6,000 7,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 550, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 7 }, "build_ms": 14, "items": [ { "id": "p550.1", "order": 1, "type": "header", "bbox": { "l": 445.68, "t": 739.44, "r": 562.32, "b": 699.36 }, "text": "0 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 383", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p550.2", "order": 2, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 564.48, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p550.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 398.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p550.4", "order": 4, "type": "caption", "bbox": { "l": 154.32, "t": 687.6, "r": 467.28, "b": 672 }, "text": "Hydrograph for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p550.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 663.84, "r": 445.2, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p550.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p550.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.01\n0.06\n0.14\n0.78\n0.64\n0.35\n0.33\n0.31\n0.28\n0.25\n0.18\n0.12\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p550.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n1\n2\n65\n7,143\n6,288\n4,596\n2,763\n756\n4\n3\n2\n1\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p550.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.07\n92.60\n91.74\n90.17\n89.10\n87.82\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00\n87.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p550.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.01\n0.01\n0.01\n0.06\n0.14\n0.57\n0.64\n0.57\n0.57\n0.57\n0.57\n0.25\n0.19\n0.12\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p550.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.179941, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.01\n0.01\n0.01\n0.06\n0.14\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.25\n0.19\n0.12\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p550.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.593184, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.07\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 551, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 16, "items": [ { "id": "p551.1", "order": 1, "type": "header", "bbox": { "l": 344.16, "t": 739.68, "r": 563.04, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 384", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p551.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 396, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p551.3", "order": 3, "type": "caption", "bbox": { "l": 141.84, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p551.4", "order": 4, "type": "table", "bbox": { "l": 57.36, "t": 660.72, "r": 275.76, "b": 61.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p551.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p551.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p551.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p551.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p551.5", "order": 9, "type": "table", "bbox": { "l": 285.6, "t": 663.12, "r": 503.52, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p551.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p551.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 538.8846149999999 }, "text": "Discharge (cfs)\n0.57\n0.57\n0.57\n0.57\n0.63\n1.54\n1.91\n2.19\n2.44", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p551.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 538.8846149999999 }, "text": "Discarded (cfs)\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57\n0.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p551.5.4", "order": 13, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 538.8846149999999 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.05\n0.97\n1.33\n1.62\n1.86", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 552, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 9, "items": [ { "id": "p552.1", "order": 1, "type": "header", "bbox": { "l": 344.64, "t": 739.68, "r": 562.8, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 385", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p552.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 396.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p552.3", "order": 3, "type": "caption", "bbox": { "l": 134.16, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p552.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 660.96, "r": 257.76, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p552.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.10\n87.20\n87.30\n87.40\n87.50\n87.60\n87.70\n87.80\n87.90\n88.00\n88.10\n88.20\n88.30\n88.40\n88.50\n88.60\n88.70\n88.80\n88.90\n89.00\n89.10\n89.20\n89.30\n89.40\n89.50\n89.60\n89.70\n89.80\n89.90\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p552.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p552.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n99\n198\n297\n396\n495\n581\n657\n739\n852\n980\n1,118\n1,264\n1,416\n1,573\n1,735\n1,900\n2,069\n2,240\n2,412\n2,587\n2,762\n2,938\n3,114\n3,290\n3,465\n3,639\n3,812\n3,983\n4,151\n4,316\n4,478\n4,636\n4,788\n4,934\n5,072\n5,200\n5,313\n5,395\n5,470\n5,556\n5,655\n5,754\n5,853\n5,952\n6,051\n6,150\n6,249\n6,348\n6,447\n6,546\n6,645", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p552.5", "order": 8, "type": "table", "bbox": { "l": 268.08, "t": 662.16, "r": 468.24, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p552.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 538.8846149999999 }, "text": "Elevation (feet)\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p552.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 538.8846149999999 }, "text": "Surface (sq-ft)\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475\n2,475", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p552.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 538.8846149999999 }, "text": "Storage (cubic-feet)\n6,744\n6,843\n6,942\n7,041\n7,140\n7,239\n7,338\n7,437\n7,536", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 553, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 58, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 48, "text": 2 }, "build_ms": 10, "items": [ { "id": "p553.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.44, "r": 563.28, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 386", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p553.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 738.24, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p553.3", "order": 3, "type": "heading", "bbox": { "l": 162, "t": 687.84, "r": 461.04, "b": 672.72 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p553.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 660.96, "r": 524.4, "b": 604.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 17, "cells_flagged": 6, "flags": [ { "row": 0, "col": 2, "coverage": 0, "text": "24.69% Impervious," }, { "row": 0, "col": 3, "coverage": 0.57, "text": "Inflow Depth = 4.92\" for 100 YR-F event" }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 28,914 cf" }, { "row": 2, "col": 3, "coverage": 0.5, "text": "Volume= 27,407 cf, Atten= 25%, Lag= 4.0 min" }, { "row": 3, "col": 3, "coverage": 0, "text": "Volume= 27,407 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Routed to Bond 2B : Subsurface Infiltration Basin 1" } ] } }, "children": [ { "id": "p553.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 647.184131 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p553.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 157.797601, "t": 657.2699259999999, "r": 204.695377, "b": 647.184131 }, "text": "70,567 sf,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p553.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 288.48, "t": 660.96, "r": 406.44, "b": 649.68 }, "text": "24.69% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p553.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 406.44, "t": 660.96, "r": 524.4, "b": 649.68 }, "text": "Inflow Depth = 4.92\" for 100 YR-F event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p553.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 645.269931, "r": 82.002799, "b": 635.184136 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p553.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.277099, "t": 645.269931, "r": 183.821462, "b": 635.184136 }, "text": "5.50 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p553.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 206.519932, "t": 645.269931, "r": 253.895835, "b": 635.184136 }, "text": "12.11 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p553.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 406.44, "t": 649.68, "r": 524.4, "b": 638.4 }, "text": "Volume= 28,914 cf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p553.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p553.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "4.12 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p553.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 206.521754, "t": 633.269936, "r": 253.897657, "b": 623.184141 }, "text": "12.18 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p553.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 406.44, "t": 638.4, "r": 524.4, "b": 627.12 }, "text": "Volume= 27,407 cf, Atten= 25%, Lag= 4.0 min", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p553.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 90.922534, "b": 611.184146 }, "text": "Primary =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p553.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 146.276777, "t": 621.26994, "r": 183.821141, "b": 611.184146 }, "text": "4.12 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p553.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 206.51961, "t": 621.26994, "r": 253.895513, "b": 611.184146 }, "text": "12.18 hrs,", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p553.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 406.44, "t": 627.12, "r": 524.4, "b": 615.84 }, "text": "Volume= 27,407 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p553.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 52.56, "t": 615.84, "r": 524.4, "b": 604.56 }, "text": "Routed to Bond 2B : Subsurface Infiltration Basin 1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 } ], "reading_order": 3 }, { "id": "p553.5", "order": 22, "type": "text", "bbox": { "l": 66.48, "t": 610.8, "r": 313.2, "b": 598.56 }, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1", "reading_order": 4 }, { "id": "p553.6", "order": 23, "type": "text", "bbox": { "l": 52.08, "t": 588.72, "r": 416.4, "b": 523.68 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.17' @ 12.18 hrs Surf.Area= 1,500 sf Storage= 7,760 cf\nPlug-Flow detention time= 232.3 min calculated for 27,407 cf (95% of inflow)\nCenter-of-Mass det. time= 201.5 min (1,013.2 - 811.7)", "reading_order": 5 }, { "id": "p553.7", "order": 24, "type": "table", "bbox": { "l": 52.08, "t": 514.08, "r": 558.72, "b": 424.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p553.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p553.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p553.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p553.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p553.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p553.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "90.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p553.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "8,250 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p553.7.8", "order": 32, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p553.7.9", "order": 33, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p553.7.10", "order": 34, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n90.00\n95.50", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p553.7.11", "order": 35, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n1,500\n1,500", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p553.7.12", "order": 36, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.890205, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p553.7.13", "order": 37, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n8,250", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 6 }, { "id": "p553.8", "order": 38, "type": "table", "bbox": { "l": 48.96, "t": 414.48, "r": 559.44, "b": 185.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 18, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p553.8.1", "order": 39, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 131.159638, "b": 389.424234 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p553.8.2", "order": 40, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p553.8.3", "order": 41, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p553.8.4", "order": 42, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p553.8.5", "order": 43, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p553.8.6", "order": 44, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p553.8.7", "order": 45, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "91.00'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p553.8.8", "order": 46, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p553.8.9", "order": 47, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p553.8.10", "order": 48, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p553.8.11", "order": 49, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.00'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p553.8.12", "order": 50, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 365.424244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p553.8.13", "order": 51, "type": "table_cell", "bbox": { "l": 48.96, "t": 299.76, "r": 176.58, "b": 261.52 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p553.8.14", "order": 52, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p553.8.15", "order": 53, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "87.48'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p553.8.16", "order": 54, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.400785, "r": 456.295873, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 28.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171'/' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79sf $", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p553.8.17", "order": 55, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 489.923239, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=4.11 cfs @ 12.18 hrs HW=95.17' TW=87.79' (Dynamic Tailwater)\\n3=Culvert (Passes 4.11 cfs of 12.09 cfs potential flow)\\n1=Orifice (Orifice Controls 0.33 cfs @ 9.71 fps)\\n2=Grate (Weir Controls 3.78 cfs @ 1.36 fps)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p553.8.18", "order": 56, "type": "table_cell", "bbox": { "l": 73.199953, "t": 210.280846, "r": 257.412401, "b": 187.34431500000005 }, "text": "Pond 5P: BIORETENTION BASIN 1A\\nOrifice", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 7 }, { "id": "p553.9", "order": 57, "type": "figure", "bbox": { "l": 220.8, "t": 173.28, "r": 559.2, "b": 158.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "reading_order": 8 }, { "id": "p553.10", "order": 58, "type": "footer", "bbox": { "l": 222.24, "t": 171.12, "r": 259.2, "b": 159.6 }, "text": "Culvert", "attrs": { "block_label": "footer" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 554, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p554.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 738.96, "r": 565.92, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 387", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p554.2", "order": 2, "type": "header", "bbox": { "l": 53.28, "t": 737.52, "r": 398.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p554.3", "order": 3, "type": "caption", "bbox": { "l": 200.64, "t": 687.84, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p554.4", "order": 4, "type": "figure", "bbox": { "l": 61.44, "t": 673.68, "r": 553.2, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n6 5.50 cfs Primary\nInflow Area=70,567 sf\n5 Peak Elev=95.17'\n4.12 cfs\nStorage=7,760 cf\n4\n(cfs)\n3\nFlow\n2\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p554.5", "order": 5, "type": "caption", "bbox": { "l": 199.92, "t": 381.6, "r": 419.28, "b": 367.68 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p554.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p554.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 359.28, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 555, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p555.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 738.96, "r": 565.92, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 388", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p555.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 398.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p555.3", "order": 3, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.56, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p555.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p555.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 658.32, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 556, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p556.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 564.48, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 389", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p556.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 398.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p556.3", "order": 3, "type": "caption", "bbox": { "l": 166.32, "t": 687.6, "r": 456.96, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p556.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.24, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p556.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p556.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.05\n0.07\n0.08\n0.12\n0.21\n3.11\n0.59\n0.33\n0.23\n0.19\n0.17\n0.14\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p556.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n170\n578\n1,094\n1,757\n2,299\n5,513\n7,552\n7,511\n7,204\n6,485\n5,741\n4,992\n3,561\n2,462\n1,829\n1,623\n1,571\n1,549\n1,537\n1,530\n1,525\n1,522\n1,519\n1,517\n1,515\n1,514\n1,513\n1,512\n1,511\n1,510\n1,510\n1,509\n1,508\n1,508\n1,508\n1,507", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p556.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n90.11\n90.39\n90.73\n91.17\n91.53\n93.68\n95.03\n95.01\n94.80\n94.32\n93.83\n93.33\n92.37\n91.64\n91.22\n91.08\n91.05\n91.03\n91.02\n91.02\n91.02\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.01\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p556.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.04\n0.11\n0.26\n0.60\n0.33\n0.32\n0.29\n0.27\n0.24\n0.18\n0.12\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 557, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p557.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.68, "r": 564.48, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p557.2", "order": 2, "type": "header", "bbox": { "l": 448.08, "t": 739.44, "r": 564, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 390", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p557.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p557.4", "order": 4, "type": "heading", "bbox": { "l": 153.84, "t": 687.84, "r": 469.92, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p557.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 284.88, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p557.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p557.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p557.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p557.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p557.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.68, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p557.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p557.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.28\n12.32\n12.36", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 558, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 9, "items": [ { "id": "p558.1", "order": 1, "type": "header", "bbox": { "l": 344.88, "t": 739.68, "r": 563.28, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 391", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p558.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 395.76, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p558.3", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p558.4", "order": 4, "type": "table", "bbox": { "l": 57.12, "t": 659.403539, "r": 257.04, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p558.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p558.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p558.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p558.5", "order": 8, "type": "table", "bbox": { "l": 267.6, "t": 662.16, "r": 468.72, "b": 593.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p558.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p558.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p558.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 559, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "figure": 1, "header": 2, "table": 1, "table_cell": 32, "text": 2 }, "build_ms": 8, "items": [ { "id": "p559.1", "order": 1, "type": "header", "bbox": { "l": 348.72, "t": 739.44, "r": 563.52, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 392", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p559.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p559.3", "order": 3, "type": "text", "bbox": { "l": 51.84, "t": 685.68, "r": 553.68, "b": 523.68 }, "text": "Summary for Pond 6P: BIORENTION BASIN 2A\nInflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 2.87\" for 100 YR-F event\nInflow = 0.86 cfs @ 12.18 hrs, Volume= 4,475 cf\nOutflow = 0.86 cfs @ 12.19 hrs, Volume= 4,428 cf, Atten= 0%, Lag= 0.3 min\nPrimary = 0.86 cfs @ 12.19 hrs, Volume= 4,428 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.56' @ 12.19 hrs Surf.Area= 243 sf Storage= 183 cf\nPlug-Flow detention time= 16.6 min calculated for 4,428 cf (99% of inflow)\nCenter-of-Mass det. time= 10.7 min ( 910.6 - 899.8 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p559.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 516.96, "r": 559.92, "b": 165.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p559.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p559.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p559.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p559.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p559.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p559.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p559.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p559.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p559.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p559.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p559.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p559.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p559.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p559.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p559.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p559.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p559.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p559.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p559.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p559.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p559.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p559.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p559.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p559.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p559.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p559.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 25 }, { "id": "p559.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 50.4, "t": 253.08, "r": 152.304, "b": 223.76 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p559.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.400813, "r": 93.925056, "b": 281.304277 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p559.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p559.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 30.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p559.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 68.400682, "t": 351.510048, "r": 322.933391, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.86 cfs @ 12.19 hrs HW=95.56' TW=93.62' (Dynamic Tailwater)\\n3=Culvert (Passes 0.86 cfs of 6.20 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.89 fps)\\n2=Grate (Weir Controls 0.73 cfs @ 0.79 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 30 }, { "id": "p559.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 50.4, "t": 194.44, "r": 559.92, "b": 165.12 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 31 } ], "reading_order": 3 }, { "id": "p559.5", "order": 37, "type": "figure", "bbox": { "l": 125.52, "t": 168.96, "r": 558.96, "b": 145.44 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p559.5.1", "order": 38, "type": "text", "bbox": { "l": 128.16, "t": 159.12, "r": 164.88, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 560, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p560.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 564.96, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 393", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p560.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p560.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.4, "b": 672.96 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p560.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 668.4, "r": 553.68, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.95 0.86 cfs Primary\n0.86 cfs\n0.85 Inflow Area=18,731 sf\n0.9\nPeak Elev=95.56'\n0.8\n0.75\nStorage=183 cf\n0.7\n0.65\n0.6\n(cfs) 0.5\n0.55\nFlow\n0.45\n0.4\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p560.5", "order": 5, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p560.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p560.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 358.32, "r": 552, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 561, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p561.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.72, "r": 564.48, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 394", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p561.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p561.3", "order": 3, "type": "caption", "bbox": { "l": 208.56, "t": 687.84, "r": 410.64, "b": 673.2 }, "text": "Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p561.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p561.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.8, "r": 552.72, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 562, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p562.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.2, "r": 564.48, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 395", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p562.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p562.3", "order": 3, "type": "caption", "bbox": { "l": 173.76, "t": 687.84, "r": 449.28, "b": 672.48 }, "text": "Hydrograph for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p562.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 331.2, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p562.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p562.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.27\n0.12\n0.07\n0.05\n0.04\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p562.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n120\n168\n90\n74\n70\n68\n65\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p562.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n95.27\n95.49\n95.10\n95.00\n94.97\n94.96\n94.94\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p562.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.10\n0.13\n0.07\n0.05\n0.04\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 563, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 25, "items": [ { "id": "p563.1", "order": 1, "type": "header", "bbox": { "l": 344.16, "t": 739.68, "r": 563.52, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 396", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p563.2", "order": 2, "type": "header", "bbox": { "l": 48.48, "t": 737.76, "r": 385.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p563.3", "order": 3, "type": "caption", "bbox": { "l": 160.8, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p563.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.12, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p563.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p563.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p563.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p563.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p563.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p563.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.88", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p563.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p563.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p563.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p563.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p563.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p563.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.89\n7.90\n7.92\n7.93", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p563.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p563.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p563.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p563.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p563.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p563.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p563.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p563.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p563.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p563.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p563.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p563.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p563.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p563.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p563.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p563.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p563.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p563.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p563.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p563.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p563.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 564, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p564.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 739.68, "r": 563.76, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p564.2", "order": 2, "type": "header", "bbox": { "l": 450, "t": 739.2, "r": 563.28, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 397", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p564.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p564.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.88, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p564.5", "order": 5, "type": "table", "bbox": { "l": 54.48, "t": 667.68, "r": 468.96, "b": 63.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p564.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p564.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p564.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p564.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p564.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p564.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 565, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 40, "counts_by_type": { "figure": 1, "header": 2, "table": 1, "table_cell": 34, "text": 2 }, "build_ms": 8, "items": [ { "id": "p565.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 739.68, "r": 563.28, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 398", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p565.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p565.3", "order": 3, "type": "table", "bbox": { "l": 50.64, "t": 702.48, "r": 561.12, "b": 131.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 4, "integrity": { "cells_checked": 34, "cells_flagged": 4, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)" }, { "row": 2, "col": 1, "coverage": 0, "text": "Surf.Area (sq-ft)" }, { "row": 5, "col": 3, "coverage": 0, "text": "48.0\" × 48.0\" Horiz. Grate C = 0.600 Limited to weir flow a…" }, { "row": 6, "col": 3, "coverage": 0.04, "text": "12.0\" Round Culvert L = 7.0' RCP, groove end projecting, Ke…" } ] } }, "children": [ { "id": "p565.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p565.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p565.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p565.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p565.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p565.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p565.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p565.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 433.5, "t": 666.78, "r": 561.12, "b": 631.08 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p565.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.455018, "b": 441.264213 }, "text": "Elevation (feet)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p565.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 178.26, "t": 631.08, "r": 305.88, "b": 595.38 }, "text": "Surf.Area (sq-ft)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p565.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 270.296053, "b": 441.264213 }, "text": "Inc.Store (cubic-feet)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p565.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 300.957872, "t": 463.350004, "r": 354.946907, "b": 441.264213 }, "text": "Cum.Store (cubic-feet)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p565.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 74.63997, "t": 437.430014, "r": 101.463499, "b": 415.344224 }, "text": "90.75\n95.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p565.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 159.115539, "t": 437.430014, "r": 185.939068, "b": 415.344224 }, "text": "1,150\n1,150", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p565.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 328.066676, "t": 437.430014, "r": 354.890205, "b": 415.344224 }, "text": "0\n4,888", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p565.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 243.591108, "t": 437.430014, "r": 270.414636, "b": 415.344224 }, "text": "0\n4,888", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p565.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 377.424239 }, "text": "Device\n#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p565.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 140.100814, "b": 377.424239 }, "text": "Routing\nDevice 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p565.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 180.350366, "t": 401.430028, "r": 209.221574, "b": 377.424239 }, "text": "Invert\n92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p565.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 520.31863, "b": 377.304239 }, "text": "Outlet Devices\n2.5\" Vert. Orifice C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p565.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p565.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 140.100814, "b": 365.424244 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p565.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p565.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 433.5, "t": 452.58, "r": 561.12, "b": 416.88 }, "text": "48.0\" × 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p565.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 82.24154, "b": 341.424253 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p565.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p565.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p565.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 433.5, "t": 416.88, "r": 561.12, "b": 381.18 }, "text": "12.0\" Round Culvert L = 7.0' RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert= $ 92.75'/92.65' $ S = 0.0143'/ Cc = 0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p565.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 70.319972, "t": 303.510068, "r": 82.24154, "b": 293.424273 }, "text": "#4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p565.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 98.396766, "t": 303.510068, "r": 146.651244, "b": 293.424273 }, "text": "Discarded", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p565.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 180.346828, "t": 303.510068, "r": 209.218036, "b": 293.424273 }, "text": "90.75'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p565.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 303.510068, "r": 514.81764, "b": 293.304273 }, "text": "10.000 in/hr Exfiltration over Surface area Phase-In= $ 0.01' $", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p565.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 54.000667, "t": 279.510077, "r": 428.719168, "b": 257.30428700000004 }, "text": "Discarded OutFlow Max=0.27 cfs @ 11.80 hrs HW=90.79' (Free Discharge)\n4=Exfiltration (Exfiltration Controls 0.27 cfs)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 32 }, { "id": "p565.3.34", "order": 37, "type": "table_cell", "bbox": { "l": 53.999978, "t": 243.510092, "r": 484.044178, "b": 197.30431099999998 }, "text": "Primary OutFlow Max=0.20 cfs @ 13.39 hrs HW=94.40' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.20 cfs of 4.64 cfs potential flow)\n1=Orifice (Orifice Controls 0.20 cfs @ 5.99 fps)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 33 } ], "reading_order": 2 }, { "id": "p565.4", "order": 38, "type": "figure", "bbox": { "l": 52.8, "t": 175.68, "r": 559.92, "b": 97.44 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 8P: INFILTRATION BASIN 3" }, "children": [ { "id": "p565.4.1", "order": 39, "type": "text", "bbox": { "l": 371.04, "t": 139.68, "r": 407.04, "b": 127.2 }, "text": "Qriffied", "reading_order": 0 }, { "id": "p565.4.2", "order": 40, "type": "text", "bbox": { "l": 354.72, "t": 111.36, "r": 406.8, "b": 99.36 }, "text": "Exfiltration", "reading_order": 1 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 566, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p566.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 738.72, "r": 565.68, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 399", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p566.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 396, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD[p566.2.2] 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p566.2.1", "order": 3, "type": "form_field", "bbox": { "l": 95.49, "t": 712, "r": 107.49, "b": 700 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p566.2.2", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 737.28, "r": 396, "b": 699.36 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 81, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p566.3", "order": 5, "type": "caption", "bbox": { "l": 209.28, "t": 687.84, "r": 410.16, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p566.4", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 674.4, "r": 552.24, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n2.66 cfs Inflow\nOutflow\nDiscarded\nInflow Area=38,333 sf Primary\nPeak Elev=94.40'\nStorage=4,201 cf\n2\n(cfs)\nFlow\n1 0.47 cfs\n0.27 cfs\n0.20 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p566.5", "order": 7, "type": "caption", "bbox": { "l": 208.56, "t": 381.84, "r": 410.64, "b": 367.68 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p566.6", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 360.72, "r": 551.28, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\nExfiltration\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 567, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p567.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.72, "r": 564.48, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 400", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p567.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p567.3", "order": 3, "type": "caption", "bbox": { "l": 209.04, "t": 687.6, "r": 410.64, "b": 673.2 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p567.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p567.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.12, "r": 550.32, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 568, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "form_field": 1, "table": 2, "table_cell": 16 }, "build_ms": 16, "items": [ { "id": "p568.1", "order": 1, "type": "table", "bbox": { "l": 50.88, 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"table_cell", "bbox": { "l": 430.029858, "t": 736.244651, "r": 561.233116, "b": 727.660507 }, "text": "100 YR-F Rainfall=11.41\"", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p568.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 721.976257, "r": 228.366468, "b": 711.083674 }, "text": "Prepared by Civil Core Consulting", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p568.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 465.2006, "t": 722.1899, "r": 499.164205, "b": 712.104105 }, "text": "Printed", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p568.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 394.08, "t": 725.28, "r": 565.68, "b": 712.08 }, "text": "12/19/2025", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p568.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 50.88, "t": 712.08, "r": 222.48, "b": 698.88 }, "text": "HydroCAD $ ^{\\textregistered} $ 10.20-8a s/n 13637 ○ledR 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p568.1.7.1", "order": 9, "type": "form_field", "bbox": { "l": 144.98, "t": 712.08, "r": 156.98, "b": 700.08 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p568.1.7", "text_offset": 51, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p568.1.8", "order": 10, "type": "table_cell", "bbox": { "l": 512.639795, "t": 709.229905, "r": 558.535689, "b": 699.14411 }, "text": "Page 401", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p568.1.9", "order": 11, "type": "table_cell", "bbox": { "l": 394.08, "t": 712.08, "r": 565.68, "b": 698.88 }, "text": "", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 0 }, { "id": "p568.2", "order": 12, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 448.56, "b": 672.24 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p568.3", "order": 13, "type": "table", "bbox": { "l": 52.56, "t": 665.52, "r": 444.72, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p568.3.1", "order": 14, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p568.3.2", "order": 15, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.03\n0.04\n0.05\n0.07\n1.00\n0.33\n0.22\n0.17\n0.12\n0.10\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p568.3.3", "order": 16, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714117, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n1\n2\n2\n3\n324\n4,019\n2,921\n2,143\n1,243\n83\n3\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p568.3.4", "order": 17, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589777, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n91.03\n94.24\n93.29\n92.61\n91.83\n90.82\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75\n90.75", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p568.3.5", "order": 18, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.781545, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.01\n0.03\n0.04\n0.05\n0.07\n0.27\n0.46\n0.37\n0.27\n0.27\n0.27\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p568.3.6", "order": 19, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.192768, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.01\n0.03\n0.04\n0.05\n0.07\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p568.3.7", "order": 20, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.593284, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.19\n0.11\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 569, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 24, "items": [ { "id": "p569.1", "order": 1, "type": "header", "bbox": { "l": 345.12, "t": 739.68, "r": 562.56, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 402", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p569.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 738, "r": 383.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p569.3", "order": 3, "type": "caption", "bbox": { "l": 161.28, "t": 687.84, "r": 461.76, "b": 672.48 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p569.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 664.08, "r": 506.4, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p569.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p569.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.429007, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.28\n0.30\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p569.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 211.673576, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p569.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.233498, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p569.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p569.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 262.884725 }, "text": "Discharge (cfs)\n0.38\n0.39\n0.39\n0.40\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.45\n0.46\n0.46\n0.46\n0.47\n0.47\n0.47\n0.48\n1.06\n2.14\n3.53\n5.17\n5.88\n6.00\n6.13\n6.25\n6.37\n6.48", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p569.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 444.352989, "b": 262.884725 }, "text": "Discarded (cfs)\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27\n0.27", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p569.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.592901, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 570, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 16, "counts_by_type": { "caption": 1, "form_field": 1, "table": 2, "table_cell": 12 }, "build_ms": 14, "items": [ { "id": "p570.1", "order": 1, "type": "table", "bbox": { "l": 52.32, "t": 738.72, "r": 566.16, "b": 698.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 5, "cells_flagged": 1, "flags": [ { "row": 1, "col": 0, "coverage": 0.36, "text": "HydroCAD $ ^{\\textregistered} $ 10.20-8a s/n 13637 ○ledR 20…" } ] } }, "children": [ { "id": "p570.1.1", "order": 2, "type": "table_cell", "bbox": { "l": 53.999978, "t": 735.893762, "r": 243.577777, "b": 711.083674 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p570.1.2", "order": 3, "type": "table_cell", "bbox": { "l": 348.95986, "t": 736.244651, "r": 423.592423, "b": 727.660507 }, "text": "NOAA 24-hr D", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p570.1.3", "order": 4, "type": "table_cell", "bbox": { "l": 430.029858, "t": 736.244651, "r": 561.233116, "b": 712.104105 }, "text": "100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p570.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 52.32, "t": 711.84, "r": 223.6, "b": 698.4 }, "text": "HydroCAD $ ^{\\textregistered} $ 10.20-8a s/n 13637 ○ledR 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p570.1.4.1", "order": 6, "type": "form_field", "bbox": { "l": 146.25, "t": 711.84, "r": 158.25, "b": 699.84 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p570.1.4", "text_offset": 51, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 3 }, { "id": "p570.1.5", "order": 7, "type": "table_cell", "bbox": { "l": 223.6, "t": 711.84, "r": 394.88, "b": 698.4 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p570.1.6", "order": 8, "type": "table_cell", "bbox": { "l": 512.639795, "t": 709.229905, "r": 558.535689, "b": 699.14411 }, "text": "Page 403", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 0 }, { "id": "p570.2", "order": 9, "type": "caption", "bbox": { "l": 152.64, "t": 687.84, "r": 470.16, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p570.3", "order": 10, "type": "table", "bbox": { "l": 55.44, "t": 665.28, "r": 469.2, "b": 60.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p570.3.1", "order": 11, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p570.3.2", "order": 12, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p570.3.3", "order": 13, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p570.3.4", "order": 14, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p570.3.5", "order": 15, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p570.3.6", "order": 16, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 571, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 79, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 72, "text": 1 }, "build_ms": 14, "items": [ { "id": "p571.1", "order": 1, "type": "header", "bbox": { "l": 348.24, "t": 739.92, "r": 563.76, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 404", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p571.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 738.48, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p571.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 465.12, "b": 672.72 }, "text": "Summary for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p571.4", "order": 4, "type": "text", "bbox": { "l": 47.04, "t": 664.08, "r": 525.6, "b": 524.16 }, "text": "Inflow Area = 8,276 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 1.89 cfs @ 12.12 hrs, Volume= 7,703 cf\nOutflow = 1.76 cfs @ 12.15 hrs, Volume= 7,699 cf, Atten= 7%, Lag= 1.5 min\nPrimary = 1.76 cfs @ 12.15 hrs, Volume= 7,699 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.90' @ 12.15 hrs Surf.Area= 9,225 sf Storage= 1,145 cf\n\nPlug-Flow detention time= 71.3 min calculated for 7,699 cf (100% of inflow)\nCenter-of-Mass det. time= 70.9 min ( 809.8 - 738.9 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p571.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 517.2, "r": 557.28, "b": 237.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p571.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p571.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p571.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p571.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p571.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p571.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p571.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p571.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.2, "t": 497.2457, "r": 557.28, "b": 477.2914 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p571.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p571.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p571.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p571.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.2, "t": 477.2914, "r": 557.28, "b": 457.3371 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p571.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p571.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p571.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p571.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.2, "t": 457.3371, "r": 557.28, "b": 437.3829 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p571.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.3829, "r": 153.12, "b": 417.4286 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p571.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 153.12, "t": 437.3829, "r": 254.16, "b": 417.4286 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p571.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p571.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p571.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p571.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p571.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p571.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p571.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p571.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p571.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p571.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p571.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p571.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p571.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p571.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p571.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p571.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p571.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p571.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p571.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p571.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p571.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p571.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p571.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p571.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p571.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p571.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p571.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p571.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p571.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p571.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p571.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p571.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "3,075", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p571.5.51", "order": 56, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p571.5.52", "order": 57, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p571.5.53", "order": 58, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p571.5.54", "order": 59, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p571.5.55", "order": 60, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p571.5.56", "order": 61, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p571.6", "order": 62, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.36, "b": 126.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p571.6.1", "order": 63, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p571.6.2", "order": 64, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p571.6.3", "order": 65, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p571.6.4", "order": 66, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p571.6.5", "order": 67, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p571.6.6", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p571.6.7", "order": 69, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p571.6.8", "order": 70, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p571.6.9", "order": 71, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p571.6.10", "order": 72, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p571.6.11", "order": 73, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p571.6.12", "order": 74, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p571.6.13", "order": 75, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.28, "r": 177.9, "b": 126.72 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p571.6.14", "order": 76, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p571.6.15", "order": 77, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p571.6.16", "order": 78, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.28, "r": 555.36, "b": 126.72 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p571.7", "order": 79, "type": "footnote", "bbox": { "l": 53.04, "t": 121.44, "r": 494.16, "b": 69.84 }, "text": "Primary OutFlow Max=1.75 cfs @ 12.15 hrs HW=94.90' TW=93.36' (Dynamic Tailwater)\n3=Culvert (Passes 1.75 cfs of 5.46 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.80 fps)\n2=Grate (Weir Controls 1.59 cfs @ 1.02 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 572, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p572.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 738.96, "r": 564.24, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 405", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p572.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p572.3", "order": 3, "type": "figure", "bbox": { "l": 52.56, "t": 678.96, "r": 559.44, "b": 600.72 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 10P: PERVIOUS PAVEMENT 2B\nOrifice\nCulvert" }, "reading_order": 2 }, { "id": "p572.4", "order": 4, "type": "caption", "bbox": { "l": 196.56, "t": 590.4, "r": 423.36, "b": 574.8 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p572.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 570.48, "r": 556.32, "b": 306.48 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Inflow\n1.89 cfs Primary\n2\n1.76 cfs Inflow Area=8,276 sf\nPeak Elev=94.90'\nStorage=1,145 cf\n1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "children": [ { "id": "p572.5.1", "order": 6, "type": "caption", "bbox": { "l": 251.76, "t": 569.52, "r": 305.04, "b": 557.52 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p572.5.2", "order": 7, "type": "caption", "bbox": { "l": 65.04, "t": 449.04, "r": 74.88, "b": 410.88 }, "text": "Flow (cfs)", "attrs": { "block_label": "figure_title" }, "reading_order": 1 } ], "reading_order": 4 }, { "id": "p572.6", "order": 8, "type": "footnote", "bbox": { "l": 67.92, "t": 672, "r": 284.16, "b": 640.08 }, "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p572.7", "order": 9, "type": "footnote", "bbox": { "l": 83.52, "t": 323.04, "r": 479.76, "b": 303.12 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 573, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p573.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 738.96, "r": 564.48, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 406", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p573.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 401.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p573.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 687.84, "r": 422.88, "b": 673.2 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p573.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.52, "r": 553.2, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p573.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p573.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p573.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 574, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p574.1", "order": 1, "type": "header", "bbox": { "l": 345.36, "t": 739.2, "r": 564.48, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 407", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p574.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 400.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p574.3", "order": 3, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p574.4", "order": 4, "type": "table", "bbox": { "l": 53.04, "t": 663.6, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p574.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p574.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.10\n1.08\n0.11\n0.06\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p574.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n68\n148\n181\n229\n342\n1,023\n870\n678\n385\n222\n177\n157\n69\n42\n30\n23\n19\n16\n14\n12\n11\n10\n9\n8\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p574.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.86\n93.92\n93.95\n93.99\n94.08\n94.86\n94.81\n94.44\n94.11\n93.98\n93.94\n93.93\n93.86\n93.83\n93.82\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p574.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.01\n0.02\n0.03\n0.05\n0.07\n0.88\n0.12\n0.10\n0.08\n0.05\n0.03\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 575, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 15, "items": [ { "id": "p575.1", "order": 1, "type": "title", "bbox": { "l": 51.12, "t": 738.96, "r": 562.56, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 408", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p575.2", "order": 2, "type": "heading", "bbox": { "l": 149.76, "t": 688.08, "r": 472.8, "b": 673.2 }, "text": "Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p575.3", "order": 3, "type": "table", "bbox": { "l": 55.2, "t": 664.32, "r": 399.12, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p575.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 86.24479599999995 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p575.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p575.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 86.24479599999995 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p575.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 86.24479599999995 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p575.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p575.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p575.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.30", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p575.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.10", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p575.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.82", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p575.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.31", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p575.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 284.48, "t": 80.0332, "r": 341.8, "b": 68.5766 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p575.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 341.8, "t": 80.0332, "r": 399.12, "b": 68.5766 }, "text": "", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p575.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.31", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p575.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.10", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p575.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.83", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p575.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.43", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p575.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 284.48, "t": 68.5766, "r": 341.8, "b": 57.12 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p575.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 341.8, "t": 68.5766, "r": 399.12, "b": 57.12 }, "text": "", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 576, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 3, "heading": 1, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p576.1", "order": 1, "type": "header", "bbox": { "l": 347.28, "t": 739.44, "r": 563.28, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p576.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p576.3", "order": 3, "type": "header", "bbox": { "l": 462.96, "t": 724.56, "r": 560.64, "b": 699.84 }, "text": "Printed 12/19/2025\nPage 409", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p576.4", "order": 4, "type": "heading", "bbox": { "l": 142.08, "t": 688.08, "r": 481.92, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p576.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 664.56, "r": 456.96, "b": 58.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p576.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p576.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p576.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p576.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p576.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p576.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 577, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 76, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 69, "text": 1 }, "build_ms": 15, "items": [ { "id": "p577.1", "order": 1, "type": "header", "bbox": { "l": 347.28, "t": 739.92, "r": 564.48, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 410", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p577.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 738.48, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p577.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p577.4", "order": 4, "type": "text", "bbox": { "l": 47.28, "t": 664.32, "r": 525.12, "b": 524.64 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 1.98 cfs @ 12.12 hrs, Volume= 8,108 cf\nOutflow = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf, Atten= 6%, Lag= 1.5 min\nPrimary = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.90' @ 12.15 hrs Surf.Area= 8,889 sf Storage= 1,116 cf\n\nPlug-Flow detention time= 62.9 min calculated for 8,103 cf (100% of inflow)\nCenter-of-Mass det. time= 62.9 min ( 801.8 - 738.9 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p577.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 517.68, "r": 557.28, "b": 237.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 13, "n_cols": 5, "integrity": { "cells_checked": 53, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.33, "text": "Surface (Prismatic)Listed below (Recalc) 2,296 cf" } ] } }, "children": [ { "id": "p577.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p577.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p577.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p577.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p577.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p577.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p577.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p577.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 355.2, "t": 496.1169, "r": 557.28, "b": 474.5538 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p577.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p577.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p577.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p577.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 355.2, "t": 474.5538, "r": 557.28, "b": 452.9908 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p577.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p577.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p577.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p577.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 355.2, "t": 452.9908, "r": 456.24, "b": 431.4277 }, "text": "Surface (Prismatic)Listed below (Recalc) 2,296 cf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p577.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p577.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p577.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p577.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p577.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p577.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p577.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p577.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p577.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p577.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p577.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p577.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p577.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p577.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p577.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p577.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p577.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p577.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p577.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p577.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p577.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 36 }, { "id": "p577.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p577.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p577.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p577.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 40 }, { "id": "p577.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p577.5.43", "order": 48, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p577.5.44", "order": 49, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 43 }, { "id": "p577.5.45", "order": 50, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 44 }, { "id": "p577.5.46", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p577.5.47", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p577.5.48", "order": 53, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p577.5.49", "order": 54, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 48 }, { "id": "p577.5.50", "order": 55, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p577.5.51", "order": 56, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p577.5.52", "order": 57, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p577.5.53", "order": 58, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 52 } ], "reading_order": 4 }, { "id": "p577.6", "order": 59, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.36, "b": 127.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p577.6.1", "order": 60, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p577.6.2", "order": 61, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p577.6.3", "order": 62, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p577.6.4", "order": 63, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p577.6.5", "order": 64, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p577.6.6", "order": 65, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p577.6.7", "order": 66, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p577.6.8", "order": 67, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p577.6.9", "order": 68, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p577.6.10", "order": 69, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p577.6.11", "order": 70, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p577.6.12", "order": 71, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p577.6.13", "order": 72, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.64, "r": 177.9, "b": 127.2 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p577.6.14", "order": 73, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p577.6.15", "order": 74, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p577.6.16", "order": 75, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.64, "r": 555.36, "b": 127.2 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p577.7", "order": 76, "type": "footnote", "bbox": { "l": 53.52, "t": 121.44, "r": 494.4, "b": 69.84 }, "text": "Primary OutFlow Max=1.86 cfs @ 12.15 hrs HW=94.90' TW=91.59' (Dynamic Tailwater)\n3=Culvert (Passes 1.86 cfs of 7.27 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.81 fps)\n2=Grate (Weir Controls 1.69 cfs @ 1.04 fps)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 578, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p578.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 564.24, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 411", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p578.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 404.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24-1\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p578.3", "order": 3, "type": "figure", "bbox": { "l": 51.36, "t": 679.92, "r": 559.68, "b": 606.48 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 15P: PERVIOUS PAVEMENT Orifice 3B\nCulvert" }, "reading_order": 2 }, { "id": "p578.4", "order": 4, "type": "caption", "bbox": { "l": 196.56, "t": 589.92, "r": 423.12, "b": 575.04 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p578.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 568.56, "r": 556.08, "b": 306.96 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n1.98 cfs Primary\n2 1.86 cfs Inflow Area=8,712 sf\nPeak Elev=94.90'\nStorage=1,116 cf\n(cfs)\nFlow 1\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 4 }, { "id": "p578.6", "order": 6, "type": "footnote", "bbox": { "l": 83.52, "t": 323.04, "r": 479.76, "b": 303.36 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 579, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p579.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 738.96, "r": 564, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 412", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p579.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 403.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-1\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p579.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 673.2 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p579.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.44, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p579.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p579.6", "order": 6, "type": "caption", "bbox": { "l": 237.36, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p579.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 580, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p580.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.44, "r": 564.72, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p580.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 401.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p580.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.92, "b": 699.12 }, "text": "Page 413", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p580.4", "order": 4, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p580.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p580.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p580.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.03\n0.04\n0.06\n0.10\n1.14\n0.11\n0.06\n0.04\n0.04\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p580.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n71\n149\n181\n231\n351\n995\n821\n539\n322\n207\n174\n155\n66\n40\n28\n22\n18\n15\n13\n11\n10\n9\n8\n8\n7\n7\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p580.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.86\n93.93\n93.95\n93.99\n94.10\n94.86\n94.80\n94.25\n94.07\n93.97\n93.95\n93.93\n93.86\n93.83\n93.82\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p580.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.01\n0.03\n0.04\n0.05\n0.07\n0.94\n0.13\n0.10\n0.07\n0.04\n0.03\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 581, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 15, "items": [ { "id": "p581.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 563.28, "b": 703.2 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p581.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p581.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.68, "b": 699.36 }, "text": "Page 414", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p581.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p581.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 400.08, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p581.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p581.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p581.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p581.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p581.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p581.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 582, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p582.1", "order": 1, "type": "header", "bbox": { "l": 347.04, "t": 739.68, "r": 564.48, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p582.2", "order": 2, "type": "header", "bbox": { "l": 442.56, "t": 739.2, "r": 564.96, "b": 699.12 }, "text": "0 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 415", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p582.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.76, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p582.4", "order": 4, "type": "caption", "bbox": { "l": 141.84, "t": 687.84, "r": 481.68, "b": 672.72 }, "text": "Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p582.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.64, "r": 456.96, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p582.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p582.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p582.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p582.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p582.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p582.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 583, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 55, "counts_by_type": { "header": 2, "heading": 1, "table": 4, "table_cell": 48 }, "build_ms": 11, "items": [ { "id": "p583.1", "order": 1, "type": "header", "bbox": { "l": 347.04, "t": 739.68, "r": 564.24, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 416", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p583.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738.48, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p583.3", "order": 3, "type": "heading", "bbox": { "l": 166.56, "t": 688.08, "r": 456.48, "b": 672.72 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p583.4", "order": 4, "type": "table", "bbox": { "l": 50.16, "t": 663.12, "r": 549.36, "b": 514.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 1, "integrity": { "cells_checked": 8, "cells_flagged": 1, "flags": [ { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.25 cfs @ 12.98 hrs, Volume= 2,290 cf" } ] } }, "children": [ { "id": "p583.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.16, "t": 663.12, "r": 549.36, "b": 648.264 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 5.39\" for 100 YR-F event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p583.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 50.16, "t": 648.264, "r": 549.36, "b": 633.408 }, "text": "Inflow = 2.57 cfs @ 12.16 hrs, Volume= 12,127 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p583.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 50.16, "t": 633.408, "r": 549.36, "b": 618.552 }, "text": "Outflow = 0.48 cfs @ 12.98 hrs, Volume= 12,127 cf, Atten= 81%, Lag= 49.4 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p583.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 50.16, "t": 618.552, "r": 549.36, "b": 603.696 }, "text": "Discarded = 0.24 cfs @ 12.98 hrs, Volume= 9,837 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p583.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 50.16, "t": 603.696, "r": 549.36, "b": 588.84 }, "text": "Primary = 0.25 cfs @ 12.98 hrs, Volume= 2,290 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p583.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 68.901939, "t": 597.26995, "r": 199.417382, "b": 587.184155 }, "text": "Routed to Link 33L : POA 2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p583.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 573.26996, "r": 406.769049, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.71' @ 12.98 hrs Surf.Area= 2,072 sf Storage= 3,760 cf", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p583.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 420.964025, "b": 515.184184 }, "text": "Plug-Flow detention time= 131.3 min calculated for 12,126 cf (100% of inflow)\nCenter-of-Mass det. time= 131.3 min ( 977.9 - 846.6 )", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p583.5", "order": 13, "type": "table", "bbox": { "l": 53.52, "t": 504, "r": 557.76, "b": 375.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p583.5.1", "order": 14, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p583.5.2", "order": 15, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p583.5.3", "order": 16, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p583.5.4", "order": 17, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p583.5.5", "order": 18, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p583.5.6", "order": 19, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "91.65'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p583.5.7", "order": 20, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,378 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p583.5.8", "order": 21, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p583.5.9", "order": 22, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p583.5.10", "order": 23, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 379.344238 }, "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p583.5.11", "order": 24, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 379.344238 }, "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p583.5.12", "order": 25, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.82856, "b": 379.344238 }, "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p583.5.13", "order": 26, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 379.344238 }, "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p583.5.14", "order": 27, "type": "table_cell", "bbox": { "l": 456.912, "t": 471.84, "r": 557.76, "b": 455.76 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 } ], "reading_order": 4 }, { "id": "p583.6", "order": 28, "type": "table", "bbox": { "l": 50.16, "t": 365.430043, "r": 536.16, "b": 156.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p583.6.1", "order": 29, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 131.159638, "b": 341.424253 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p583.6.2", "order": 30, "type": "table_cell", "bbox": { "l": 98.393254, "t": 365.430043, "r": 135.337251, "b": 355.344248 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p583.6.3", "order": 31, "type": "table_cell", "bbox": { "l": 182.154172, "t": 365.430043, "r": 208.96698, "b": 355.344248 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p583.6.4", "order": 32, "type": "table_cell", "bbox": { "l": 220.674561, "t": 365.430043, "r": 290.381429, "b": 355.344248 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p583.6.5", "order": 33, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 82.24154, "b": 341.424253 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p583.6.6", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 140.100814, "b": 329.424258 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p583.6.7", "order": 35, "type": "table_cell", "bbox": { "l": 180.353475, "t": 315.510063, "r": 209.224683, "b": 305.424268 }, "text": "93.65'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p583.6.8", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.510048, "r": 520.31863, "b": 341.304253 }, "text": "2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p583.6.9", "order": 37, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p583.6.10", "order": 38, "type": "table_cell", "bbox": { "l": 53.999993, "t": 365.430043, "r": 86.762864, "b": 305.424268 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p583.6.11", "order": 39, "type": "table_cell", "bbox": { "l": 180.350366, "t": 339.510053, "r": 209.221574, "b": 329.424258 }, "text": "94.70'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p583.6.12", "order": 40, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 317.424263 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p583.6.13", "order": 41, "type": "table_cell", "bbox": { "l": 50.16, "t": 275.5886, "r": 171.66, "b": 245.9314 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p583.6.14", "order": 42, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 135.319322, "b": 305.424268 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p583.6.15", "order": 43, "type": "table_cell", "bbox": { "l": 180.350366, "t": 351.510048, "r": 209.221574, "b": 341.424253 }, "text": "93.65'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p583.6.16", "order": 44, "type": "table_cell", "bbox": { "l": 220.680155, "t": 315.400804, "r": 509.362546, "b": 269.42428199999995 }, "text": "12.0\" Round Culvert\\nL= 17.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 '/\\n Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p583.6.17", "order": 45, "type": "table_cell", "bbox": { "l": 70.319972, "t": 267.510082, "r": 82.24154, "b": 257.42428700000005 }, "text": "#4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p583.6.18", "order": 46, "type": "table_cell", "bbox": { "l": 98.396766, "t": 267.510082, "r": 146.651244, "b": 257.42428700000005 }, "text": "Discarded", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p583.6.19", "order": 47, "type": "table_cell", "bbox": { "l": 180.346828, "t": 267.510082, "r": 209.218036, "b": 257.42428700000005 }, "text": "91.65'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p583.6.20", "order": 48, "type": "table_cell", "bbox": { "l": 220.680155, "t": 267.510082, "r": 509.057474, "b": 257.30428700000004 }, "text": "4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p583.6.21", "order": 49, "type": "table_cell", "bbox": { "l": 54.000667, "t": 243.510092, "r": 428.719168, "b": 221.304301 }, "text": "Discarded OutFlow Max=0.24 cfs @ 12.98 hrs HW=94.71' (Free Discharge)\\n4=Exfiltration (Exfiltration Controls 0.24 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 20 }, { "id": "p583.6.22", "order": 50, "type": "table_cell", "bbox": { "l": 53.999978, "t": 207.51010599999995, "r": 484.044178, "b": 161.30432499999995 }, "text": "Primary OutFlow Max=0.25 cfs @ 12.98 hrs HW=94.71' TW=0.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.25 cfs of 2.79 cfs potential flow)\\n1=Orifice (Orifice Controls 0.16 cfs @ 4.72 fps)\\n2=Grate (Weir Controls 0.09 cfs @ 0.39 fps)", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 5 }, { "id": "p583.7", "order": 51, "type": "table", "bbox": { "l": 52.8, "t": 137.28, "r": 559.92, "b": 61.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 1, "flags": [ { "row": 1, "col": 0, "coverage": 0, "text": "Ex" } ] } }, "children": [ { "id": "p583.7.1", "order": 52, "type": "table_cell", "bbox": { "l": 73.199546, "t": 114.28088400000001, "r": 248.324384, "b": 104.184348 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p583.7.2", "order": 53, "type": "table_cell", "bbox": { "l": 306.36, "t": 137.28, "r": 559.92, "b": 99.36 }, "text": "", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p583.7.3", "order": 54, "type": "table_cell", "bbox": { "l": 52.8, "t": 99.36, "r": 306.36, "b": 61.44 }, "text": "Ex", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p583.7.4", "order": 55, "type": "table_cell", "bbox": { "l": 306.36, "t": 99.36, "r": 559.92, "b": 61.44 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 3 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 584, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p584.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 564.72, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 417", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p584.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 737.52, "r": 397.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD[p584.2.2] 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p584.2.1", "order": 3, "type": "form_field", "bbox": { "l": 96.09, "t": 711.92, "r": 108.09, "b": 699.92 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p584.2.2", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 737.52, "r": 397.44, "b": 699.12 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 81, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p584.3", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p584.4", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 671.76, "r": 552, "b": 399.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n2.57 cfs Inflow\nOutflow\nDiscarded\nInflow Area=27,007 sf Primary\nPeak Elev=94.71'\nStorage=3,760 cf\n2\n(cfs)\nFlow\n1\n0.48 cfs\n0.24 cfs\n0.25 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p584.5", "order": 7, "type": "caption", "bbox": { "l": 204.96, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p584.6", "order": 8, "type": "figure", "bbox": { "l": 62.88, "t": 360.48, "r": 551.28, "b": 94.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nTotal\nDiscarded\n95 Primary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\nExfiltration\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 585, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p585.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 738.72, "r": 564.48, "b": 702.48 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 418", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p585.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 390, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p585.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p585.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p585.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 662.88, "r": 553.2, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 586, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "form_field": 1, "table": 2, "table_cell": 16 }, "build_ms": 16, "items": [ { "id": "p586.1", "order": 1, "type": "table", "bbox": { "l": 50.64, "t": 738.48, "r": 565.68, "b": 698.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "cells_checked": 8, "cells_flagged": 1, 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"rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p586.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 721.976257, "r": 228.366468, "b": 711.083674 }, "text": "Prepared by Civil Core Consulting", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p586.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 465.2006, "t": 722.1899, "r": 499.164205, "b": 712.104105 }, "text": "Printed", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p586.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 394, "t": 725.28, "r": 565.68, "b": 712.08 }, "text": "12/19/2025", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p586.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 50.64, "t": 712.08, "r": 222.32, "b": 698.88 }, "text": "HydroCAD $ ^{\\textregistered} $ 10.20-8a s/n 13637 ○ledR 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p586.1.7.1", "order": 9, "type": "form_field", "bbox": { "l": 144.79, "t": 712.08, "r": 156.79, "b": 700.08 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p586.1.7", "text_offset": 51, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p586.1.8", "order": 10, "type": "table_cell", "bbox": { "l": 512.639795, "t": 709.229905, "r": 558.535689, "b": 699.14411 }, "text": "Page 419", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p586.1.9", "order": 11, "type": "table_cell", "bbox": { "l": 394, "t": 712.08, "r": 565.68, "b": 698.88 }, "text": "", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 0 }, { "id": "p586.2", "order": 12, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 451.92, "b": 672.24 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p586.3", "order": 13, "type": "table", "bbox": { "l": 52.56, "t": 665.76, "r": 444.48, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 7, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p586.3.1", "order": 14, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p586.3.2", "order": 15, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.03\n0.05\n0.07\n0.98\n0.24\n0.17\n0.13\n0.09\n0.07\n0.06\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p586.3.3", "order": 16, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n2\n3\n4\n13\n657\n3,480\n2,558\n1,997\n1,586\n1,137\n744\n212\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0\n0", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p586.3.4", "order": 17, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.65\n91.65\n91.65\n91.66\n91.66\n91.67\n92.58\n94.58\n94.07\n93.72\n93.42\n93.05\n92.67\n92.01\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65\n91.65", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p586.3.5", "order": 18, "type": "table_cell", "bbox": { "l": 291.359798, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Outflow (cfs)\n0.00\n0.01\n0.02\n0.03\n0.05\n0.06\n0.10\n0.38\n0.28\n0.18\n0.15\n0.13\n0.11\n0.08\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p586.3.6", "order": 19, "type": "table_cell", "bbox": { "l": 336.599742, "t": 659.403539, "r": 382.17856, "b": 229.76473799999997 }, "text": "Discarded (cfs)\n0.00\n0.01\n0.02\n0.03\n0.05\n0.06\n0.10\n0.23\n0.19\n0.17\n0.15\n0.13\n0.11\n0.08\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p586.3.7", "order": 20, "type": "table_cell", "bbox": { "l": 403.679649, "t": 659.403539, "r": 438.575675, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.15\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 587, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 8 }, "build_ms": 13, "items": [ { "id": "p587.1", "order": 1, "type": "header", "bbox": { "l": 343.92, "t": 739.68, "r": 563.04, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 420", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p587.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p587.3", "order": 3, "type": "caption", "bbox": { "l": 158.16, "t": 687.84, "r": 465.36, "b": 672.48 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p587.4", "order": 4, "type": "table", "bbox": { "l": 55.2, "t": 665.28, "r": 507.6, "b": 57.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 8, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p587.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p587.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.679921, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Discharge (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.19\n0.21\n0.23\n0.24\n0.26\n0.27\n0.28\n0.29\n0.30\n0.31", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p587.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.079838, "t": 659.403539, "r": 210.825922, "b": 64.164805 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p587.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 233.159745, "t": 659.403539, "r": 267.223036, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p587.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.999884, "t": 659.403539, "r": 331.566039, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p587.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 343.199827, "t": 659.403539, "r": 388.793066, "b": 461.604646 }, "text": "Discharge (cfs)\n0.32\n0.33\n0.34\n0.35\n0.36\n0.36\n0.37\n0.38\n0.39\n0.40\n0.99\n2.07\n3.46\n3.58\n3.67\n3.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p587.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 399.599744, "t": 659.403539, "r": 445.190181, "b": 461.604646 }, "text": "Discarded (cfs)\n0.20\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.26", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p587.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 466.679652, "t": 659.403539, "r": 501.587295, "b": 461.604646 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.75\n1.82\n3.21\n3.33\n3.41\n3.46", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 588, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p588.1", "order": 1, "type": "header", "bbox": { "l": 453.12, "t": 739.2, "r": 563.76, "b": 699.6 }, "text": "'R-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 421", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p588.2", "order": 2, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 563.52, "b": 712.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p588.3", "order": 3, "type": "header", "bbox": { "l": 49.2, "t": 737.52, "r": 386.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p588.4", "order": 4, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p588.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 661.44, "r": 255.84, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p588.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p588.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p588.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p588.6", "order": 9, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p588.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p588.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p588.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 589, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 47, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "table": 2, "table_cell": 35, "text": 5 }, "build_ms": 8, "items": [ { "id": "p589.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 563.28, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 422", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p589.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p589.3", "order": 3, "type": "heading", "bbox": { "l": 166.08, "t": 687.84, "r": 456.24, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p589.4", "order": 4, "type": "table", "bbox": { "l": 52.8, "t": 661.68, "r": 519.36, "b": 602.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p589.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 52.8, "t": 661.68, "r": 519.36, "b": 649.824 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 2.87\" for 100 YR-F event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p589.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 52.8, "t": 649.824, "r": 519.36, "b": 637.968 }, "text": "Inflow = 1.18 cfs @ 12.22 hrs, Volume= 7,077 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p589.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 52.8, "t": 637.968, "r": 519.36, "b": 626.112 }, "text": "Outflow = 1.17 cfs @ 12.25 hrs, Volume= 6,978 cf, Atten= 1%, Lag= 1.3 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p589.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 52.8, "t": 626.112, "r": 519.36, "b": 614.256 }, "text": "Primary = 1.17 cfs @ 12.25 hrs, Volume= 6,978 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p589.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 52.8, "t": 614.256, "r": 519.36, "b": 602.4 }, "text": "Routed to Pond 8P : INFIL TRATION BASIN 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 } ], "reading_order": 3 }, { "id": "p589.5", "order": 10, "type": "text", "bbox": { "l": 66.72, "t": 611.04, "r": 288.72, "b": 598.56 }, "text": "Routed to Pond 8P : INFILTRATION BASIN 3", "reading_order": 4 }, { "id": "p589.6", "order": 11, "type": "text", "bbox": { "l": 52.08, "t": 588.96, "r": 408.24, "b": 524.4 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.57' @ 12.25 hrs Surf.Area= 934 sf Storage= 560 cf\nPlug-Flow detention time= 36.9 min calculated for 6,978 cf (99% of inflow)\nCenter-of-Mass det. time= 29.2 min ( 933.3 - 904.2 )", "attrs": { "block_label": "algorithm" }, "reading_order": 5 }, { "id": "p589.7", "order": 12, "type": "table", "bbox": { "l": 50.64, "t": 518.4, "r": 560.16, "b": 234 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p589.7.1", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p589.7.2", "order": 14, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p589.7.3", "order": 15, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p589.7.4", "order": 16, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p589.7.5", "order": 17, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p589.7.6", "order": 18, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p589.7.7", "order": 19, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p589.7.8", "order": 20, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p589.7.9", "order": 21, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p589.7.10", "order": 22, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p589.7.11", "order": 23, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p589.7.12", "order": 24, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p589.7.13", "order": 25, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p589.7.14", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p589.7.15", "order": 27, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p589.7.16", "order": 28, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p589.7.17", "order": 29, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p589.7.18", "order": 30, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p589.7.19", "order": 31, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p589.7.20", "order": 32, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p589.7.21", "order": 33, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p589.7.22", "order": 34, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p589.7.23", "order": 35, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p589.7.24", "order": 36, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p589.7.25", "order": 37, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p589.7.26", "order": 38, "type": "table_cell", "bbox": { "l": 50.64, "t": 285.7091, "r": 152.544, "b": 259.8545 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p589.7.27", "order": 39, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p589.7.28", "order": 40, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p589.7.29", "order": 41, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p589.7.30", "order": 42, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=1.17 cfs @ 12.25 hrs HW=94.57' TW=92.26' (Dynamic Tailwater)\\n3=Culvert (Passes 1.17 cfs of 7.18 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.94 fps)\\n2=Grate (Weir Controls 1.03 cfs @ 0.88 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p589.8", "order": 43, "type": "figure", "bbox": { "l": 52.08, "t": 220.8, "r": 384.24, "b": 188.88 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p589.8.1", "order": 44, "type": "text", "bbox": { "l": 332.4, "t": 220.32, "r": 384, "b": 190.8 }, "text": "Grate Orifice", "reading_order": 0 }, { "id": "p589.8.2", "order": 45, "type": "text", "bbox": { "l": 71.52, "t": 200.64, "r": 250.08, "b": 189.6 }, "text": "Pond 42P: BIORENTION BASIN 3A", "reading_order": 1 } ], "reading_order": 7 }, { "id": "p589.9", "order": 46, "type": "figure", "bbox": { "l": 329.28, "t": 168, "r": 559.2, "b": 145.92 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p589.9.1", "order": 47, "type": "text", "bbox": { "l": 329.52, "t": 159.12, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 590, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 2, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p590.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 564.96, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 423", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p590.2", "order": 2, "type": "header", "bbox": { "l": 54, "t": 737.52, "r": 399.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD[p590.2.2] 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p590.2.1", "order": 3, "type": "form_field", "bbox": { "l": 97.2, "t": 711.92, "r": 109.2, "b": 699.92 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p590.2.2", "order": 4, "type": "text", "bbox": { "l": 54, "t": 737.52, "r": 399.6, "b": 699.12 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 81, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p590.3", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p590.4", "order": 6, "type": "figure", "bbox": { "l": 61.44, "t": 667.44, "r": 553.68, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.18 cfs Primary\n1.17 cfs\nInflow Area=29,621 sf\nPeak Elev=94.57'\n1\nStorage=560 cf\n(cfs)\nFlow\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p590.5", "order": 7, "type": "caption", "bbox": { "l": 204.24, "t": 381.6, "r": 414.72, "b": 367.44 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p590.6", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 359.52, "r": 551.52, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 591, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p591.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.72, "r": 564.24, "b": 701.76 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 424", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p591.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p591.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p591.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p591.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.32, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 592, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p592.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.2, "r": 564.96, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p592.2", "order": 2, "type": "header", "bbox": { "l": 446.4, "t": 739.2, "r": 564.72, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nPage 425", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p592.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p592.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p592.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p592.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p592.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.32\n0.20\n0.11\n0.08\n0.07\n0.06\n0.05\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p592.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n0\n0\n0\n0\n0\n184\n509\n474\n336\n224\n193\n175\n108\n103\n102\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p592.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n94.03\n94.52\n94.48\n94.30\n94.11\n94.05\n94.01\n93.83\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p592.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.06\n0.20\n0.12\n0.10\n0.07\n0.06\n0.05\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 593, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 23, "items": [ { "id": "p593.1", "order": 1, "type": "header", "bbox": { "l": 344.4, "t": 739.92, "r": 563.04, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 426", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p593.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 737.76, "r": 384.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p593.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p593.4", "order": 4, "type": "table", "bbox": { "l": 56.4, "t": 662.4, "r": 405.36, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p593.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p593.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p593.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p593.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p593.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p593.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p593.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p593.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p593.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p593.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p593.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p593.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p593.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p593.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p593.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p593.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p593.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p593.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p593.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p593.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p593.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p593.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p593.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p593.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p593.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p593.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p593.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p593.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p593.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p593.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p593.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.36, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p593.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p593.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 594, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p594.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 563.04, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 427", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p594.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738, "r": 390.96, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p594.3", "order": 3, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p594.4", "order": 4, "type": "table", "bbox": { "l": 54.96, "t": 671.76, "r": 469.44, "b": 63.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p594.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p594.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p594.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p594.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p594.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p594.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 595, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p595.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 563.76, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 428", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p595.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 385.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p595.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.6, "r": 396.72, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p595.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 519.84, "b": 622.08 }, "text": "Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.05\" for 100 YR-F event\nInflow = 0.25 cfs @ 13.56 hrs, Volume= 325 cf\nPrimary = 0.25 cfs @ 13.56 hrs, Volume= 325 cf, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p595.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p595.6", "order": 6, "type": "caption", "bbox": { "l": 259.44, "t": 524.16, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p595.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p595.8", "order": 8, "type": "figure", "bbox": { "l": 62.4, "t": 501.36, "r": 552, "b": 236.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 0.25 cfs Primary\n0.25 cfs\nInflow Area=73,567 sf\n0.26\n0.24\n0.22\n0.2\n0.18\n(cfs)\n0.16\n0.14\nFlow 0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 596, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 27, "items": [ { "id": "p596.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.92, "r": 563.28, "b": 704.4 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p596.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 378.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p596.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 429", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p596.4", "order": 4, "type": "caption", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p596.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p596.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p596.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.07\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p596.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p596.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.07\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p596.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p596.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p596.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p596.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p596.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 597, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p597.1", "order": 1, "type": "header", "bbox": { "l": 347.04, "t": 738.96, "r": 564.96, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 430", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p597.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 387.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p597.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p597.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 519.84, "b": 622.32 }, "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 1.02\" for 100 YR-F event\nInflow = 0.25 cfs @ 12.98 hrs, Volume = 2,290 cf\nPrimary = 0.25 cfs @ 12.98 hrs, Volume = 2,290 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p597.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p597.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p597.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 503.76, "r": 553.44, "b": 237.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.25 cfs Primary\n0.25 cfs\n0.26\nInflow Area=27,007 sf\n0.24\n0.22\n0.2\n0.18\n0.16\n(cfs)\n0.14\nFlow 0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 598, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 25, "items": [ { "id": "p598.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.68, "r": 563.52, "b": 706.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p598.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 378.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p598.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 431", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p598.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.72 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p598.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.04, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p598.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p598.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.25\n0.15\n0.12\n0.09\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p598.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p598.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.25\n0.15\n0.12\n0.09\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p598.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 662.88, "r": 469.2, "b": 405.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p598.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p598.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p598.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p598.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 599, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p599.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 564.48, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 432", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p599.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 385.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p599.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p599.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 519.84, "b": 622.08 }, "text": "Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.78\" for 100 YR-F event\nInflow = 0.20 cfs @ 13.39 hrs, Volume= 2,499 cf\nPrimary = 0.20 cfs @ 13.39 hrs, Volume= 2,499 cf, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p599.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p599.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p599.7", "order": 7, "type": "figure", "bbox": { "l": 63.12, "t": 504.72, "r": 552, "b": 238.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.20 cfs Primary\n0.22 0.20 cfs\nInflow Area=38,333 sf\n0.21\n0.2\n0.19\n0.18\n0.17\n0.16\n0.15\n0.14\n(cfs) 0.12\n0.13\nFlow 0.1\n0.11\n0.09\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 600, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 13, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p600.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 563.28, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\nutions LLC Page 433", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p600.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 380.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p600.3", "order": 3, "type": "caption", "bbox": { "l": 218.88, "t": 687.84, "r": 399.6, "b": 672.72 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p600.4", "order": 4, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p600.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p600.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.20\n0.19\n0.16\n0.11\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p600.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p600.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.20\n0.19\n0.16\n0.11\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p600.5", "order": 9, "type": "table", "bbox": { "l": 267.12, "t": 663.36, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p600.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p600.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p600.5.3", "order": 12, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", 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DA-P1 IMPERVIOUS", "reading_order": 6 }, { "id": "p619.7.8", "order": 15, "type": "list_item", "bbox": { "l": 57.36, "t": 459.84, "r": 195.6, "b": 448.32 }, "text": "22 Subcat 14S: LOT 11 Roof", "reading_order": 7 }, { "id": "p619.7.9", "order": 16, "type": "list_item", "bbox": { "l": 57.36, "t": 447.6, "r": 254.4, "b": 436.32 }, "text": "24 Pond 2P: Subsurface Infiltration Basin 1", "reading_order": 8 }, { "id": "p619.7.10", "order": 17, "type": "list_item", "bbox": { "l": 57.36, "t": 435.84, "r": 246.48, "b": 423.84 }, "text": "31 Pond 5P: BIORETENTION BASIN 1A", "reading_order": 9 }, { "id": "p619.7.11", "order": 18, "type": "list_item", "bbox": { "l": 56.88, "t": 423.84, "r": 234, "b": 411.36 }, "text": "37 Pond 6P: BIORENTION BASIN 2A", "reading_order": 10 }, { "id": "p619.7.12", "order": 19, "type": "list_item", "bbox": { "l": 57.12, "t": 411.36, "r": 233.04, "b": 399.36 }, "text": "43 Pond 8P: INFILTRATION BASIN 3", "reading_order": 11 }, { "id": "p619.7.13", "order": 20, "type": "list_item", "bbox": { "l": 57.36, "t": 399.12, "r": 252, "b": 387.6 }, "text": "49 Pond 10P: PERVIOUS PAVEMENT 2B", "reading_order": 12 }, { "id": "p619.7.14", "order": 21, "type": "list_item", "bbox": { "l": 57.12, "t": 387.12, "r": 252.48, "b": 375.6 }, "text": "55 Pond 15P: PERVIOUS PAVEMENT 3B", "reading_order": 13 }, { "id": "p619.7.15", "order": 22, "type": "list_item", "bbox": { "l": 57.12, "t": 375.6, "r": 238.32, "b": 363.84 }, "text": "61 Pond 33P: INFILTRATION BASIN 2", "reading_order": 14 }, { "id": "p619.7.16", "order": 23, "type": "list_item", "bbox": { "l": 57.12, "t": 363.84, "r": 239.28, "b": 351.6 }, "text": "67 Pond 42P: BIORENTION BASIN 3A", "reading_order": 15 }, { "id": "p619.7.17", "order": 24, "type": "list_item", "bbox": { "l": 57.6, "t": 351.36, "r": 149.76, "b": 340.32 }, "text": "73 Link 32L: POA1", "reading_order": 16 }, { "id": "p619.7.18", "order": 25, "type": "list_item", "bbox": { "l": 57.6, "t": 339.12, "r": 153.6, "b": 328.08 }, "text": "75 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"merged_continuation": true }, "reading_order": 0 }, { "id": "p620.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 81.418872, "t": 169.32373500000006, "r": 255.755697, "b": 64.044805 }, "text": "Node Listing\nSubcat 2S: DA-P1 PERVIOUS\nSubcat 3S: DA-P3 PERVIOUS\nSubcat 4S: DA-P2 PERVIOUS\nSubcat 6S: DA-P3 IMPERVIOUS\nSubcat 7S: DA-P2 IMPERVIOUS\nSubcat 8S: DA-P1 IMPERVIOUS\nSubcat 14S: LOT 11 Roof\nPond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 621, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 23, "counts_by_type": { "header": 2, "heading": 2, "table": 2, "table_cell": 12, "text": 5 }, "build_ms": 5, "items": [ { "id": "p621.1", "order": 1, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 393.6, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p621.2", "order": 2, "type": "header", "bbox": { "l": 463.44, "t": 738.72, "r": 561.36, "b": 711.36 }, "text": "Table of Contents\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p621.3", "order": 3, "type": "text", "bbox": { "l": 54.24, "t": 687.12, "r": 255.36, "b": 570.24 }, "text": "315 Pond 5P: BIORETENTION BASIN 1A\n321 Pond 6P: BIORENTION BASIN 2A\n327 Pond 8P: INFILTRATION BASIN 3\n333 Pond 10P: PERVIOUS PAVEMENT 2B\n339 Pond 15P: PERVIOUS PAVEMENT 3B\n345 Pond 33P: INFILTRATION BASIN 2\n351 Pond 42P: BIORENTION BASIN 3A\n357 Link 32L: POA1\n359 Link 33L: POA 2\n361 Link 34L: POA 3", "reading_order": 2 }, { "id": "p621.4", "order": 4, "type": "heading", "bbox": { "l": 52.32, "t": 555.84, "r": 128.4, "b": 544.32 }, "text": "100 YR-F Event", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p621.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 541.92, "r": 259.68, "b": 316.044704 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 2, "integrity": { "cells_checked": 10, "cells_flagged": 2, "flags": [ { "row": 1, "col": 1, "coverage": 0.4, "text": "Pond 6P: BIORETENTION BASIN 2A" }, { "row": 3, "col": 1, "coverage": 0.4, "text": "Pond 42P: BIORETENTION BASIN 3A" } ] } }, "children": [ { "id": "p621.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 56.741868, "t": 541.323587, "r": 73.193204, "b": 424.044661 }, "text": "363\n365\n367\n369\n371\n373\n375\n377\n379\n386", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p621.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 81.418872, "t": 541.323587, "r": 255.755697, "b": 424.044661 }, "text": "Node Listing\nSubcat 2S: DA-P1 PERVIOUS\nSubcat 3S: DA-P3 PERVIOUS\nSubcat 4S: DA-P2 PERVIOUS\nSubcat 6S: DA-P3 IMPERVIOUS\nSubcat 7S: DA-P2 IMPERVIOUS\nSubcat 8S: DA-P1 IMPERVIOUS\nSubcat 14S: LOT 11 Roof\nPond 2P: Subsurface Infiltration Basin 1\nPond 5P: BIORETENTION BASIN 1A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p621.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 56.741868, "t": 421.323635, "r": 73.193204, "b": 412.044666 }, "text": "392", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p621.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 156.84, "t": 423.1832, "r": 259.68, "b": 411.3095 }, "text": "Pond 6P: BIORETENTION BASIN 2A", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p621.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 56.741868, "t": 409.323639, "r": 73.193204, "b": 364.044685 }, "text": "398\n404\n410\n416", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p621.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 81.418872, "t": 409.323639, "r": 252.994082, "b": 364.044685 }, "text": "Pond 8P: INFILTRATION BASIN 3\nPond 10P: PERVIOUS PAVEMENT 2B\nPond 15P: PERVIOUS PAVEMENT 3B\nPond 33P: INFILTRATION BASIN 2", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p621.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 56.741868, "t": 361.323659, "r": 73.193204, "b": 352.04469 }, "text": "422", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p621.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 156.84, "t": 363.8147, "r": 259.68, "b": 351.9411 }, "text": "Pond 42P: BIORETENTION BASIN 3A", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p621.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 56.741868, "t": 349.323663, "r": 73.193204, "b": 316.044704 }, "text": "428\n430\n432", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p621.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 81.418872, "t": 349.323663, "r": 153.240594, "b": 316.044704 }, "text": "Link 32L: POA1\nLink 33L: POA 2\nLink 34L: POA 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 } ], "reading_order": 4 }, { "id": "p621.6", "order": 16, "type": "heading", "bbox": { "l": 52.08, "t": 303.12, "r": 143.28, "b": 291.6 }, "text": "Multi-Event Tables", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p621.7", "order": 17, "type": "text", "bbox": { "l": 53.52, "t": 291.6, "r": 217.68, "b": 279.84 }, "text": "434 Subcat 2S: DA-P1 PERVIOUS", "reading_order": 6 }, { "id": "p621.8", "order": 18, "type": "table", "bbox": { "l": 51.6, "t": 290.88, "r": 256.8, "b": 76.04480000000001 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p621.8.1", "order": 19, "type": "table_cell", "bbox": { "l": 56.741868, "t": 241.323707, "r": 73.193204, "b": 76.04480000000001 }, "text": "438\n439\n440\n441\n442\n443\n444\n445\n446\n447\n448\n449\n450\n451", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p621.8.2", "order": 20, "type": "table_cell", "bbox": { "l": 81.418872, "t": 241.323707, "r": 255.755697, "b": 76.04480000000001 }, "text": "Subcat 7S: DA-P2 IMPERVIOUS\nSubcat 8S: DA-P1 IMPERVIOUS\nSubcat 14S: LOT 11 Roof\nPond 2P: Subsurface Infiltration Basin 1\nPond 5P: BIORETENTION BASIN 1A\nPond 6P: BIORENTION BASIN 2A\nPond 8P: INFILTRATION BASIN 3\nPond 10P: PERVIOUS PAVEMENT 2B\nPond 15P: PERVIOUS PAVEMENT 3B\nPond 33P: INFILTRATION BASIN 2\nPond 42P: BIORENTION BASIN 3A\nLink 32L: POA1\nLink 33L: POA 2\nLink 34L: POA 3", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p621.9", "order": 21, "type": "text", "bbox": { "l": 54.48, "t": 279.36, "r": 217.92, "b": 267.84 }, "text": "435 Subcat 3S: DA-P3 PERVIOUS", "reading_order": 8 }, { "id": "p621.10", "order": 22, "type": "text", "bbox": { "l": 54.24, "t": 267.36, "r": 217.68, "b": 255.84 }, "text": "436 Subcat 4S: DA-P2 PERVIOUS\n437 Subcat 6S: DA-P3 IMPERVIOUS", "reading_order": 9 }, { "id": "p621.11", "order": 23, "type": "text", "bbox": { "l": 54.96, "t": 86.64, "r": 156.24, "b": 75.6 }, "text": "451 Link 34L: POA 3", "reading_order": 10 } ] }, { "document_id": 12617, "page": 622, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 15, "counts_by_type": { "figure": 1, "footnote": 13, "text": 1 }, "build_ms": 0, "items": [ { "id": "p622.1", "order": 1, "type": "figure", "bbox": { "l": 53.52, "t": 716.16, "r": 554.16, "b": 59.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 0 }, { "id": "p622.2", "order": 2, "type": "text", "bbox": { "l": 246.48, "t": 660, "r": 298.08, "b": 646.56 }, "text": "Roof Basins", "reading_order": 1 }, { "id": "p622.3", "order": 3, "type": "footnote", "bbox": { "l": 216.24, "t": 530.64, "r": 261.12, "b": 516.72 }, "text": "Roof Lot 2", "attrs": { "block_label": "vision_footnote" }, "reading_order": 2 }, { "id": "p622.4", "order": 4, "type": "footnote", "bbox": { "l": 90, "t": 394.08, "r": 180.96, "b": 380.64 }, "text": "Subsurface Basin Lot 1", "attrs": { "block_label": "vision_footnote" }, "reading_order": 3 }, { "id": "p622.5", "order": 5, "type": "footnote", "bbox": { "l": 191.52, "t": 394.08, "r": 284.64, "b": 380.64 }, "text": "Subsurface Basin Lot 2", "attrs": { "block_label": "vision_footnote" }, "reading_order": 4 }, { "id": "p622.6", "order": 6, "type": "footnote", "bbox": { "l": 294, "t": 394.08, "r": 386.16, "b": 380.88 }, "text": "Subsurface Basin Lot 9", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p622.7", "order": 7, "type": "footnote", "bbox": { "l": 393.84, "t": 393.84, "r": 490.56, "b": 380.64 }, "text": "Subsurface Basin Lot 10", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p622.8", "order": 8, "type": "footnote", "bbox": { "l": 385.92, "t": 328.56, "r": 430.8, "b": 312.48 }, "text": "Roof Lot 7", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p622.9", "order": 9, "type": "footnote", "bbox": { "l": 182.16, "t": 328.08, "r": 227.52, "b": 312.72 }, "text": "Roof Lot 4", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p622.10", "order": 10, "type": "footnote", "bbox": { "l": 284.4, "t": 325.68, "r": 328.56, "b": 313.2 }, "text": "Roof Lot 6", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p622.11", "order": 11, "type": "footnote", "bbox": { "l": 57.36, "t": 189.84, "r": 148.32, "b": 177.36 }, "text": "Subsurface Basin Lot 3", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p622.12", "order": 12, "type": "footnote", "bbox": { "l": 158.16, "t": 189.6, "r": 250.56, "b": 177.36 }, "text": "Subsurface Basin Lot 4", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p622.13", "order": 13, "type": "footnote", "bbox": { "l": 362.16, "t": 189.6, "r": 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"p628.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 107.520001, "t": 687.102457, "r": 504.19892, "b": 651.137877 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p628.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p628.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 268.020976, "t": 567.046244, "r": 557.730971, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p628.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": 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Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p628.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p628.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 268.020976, "t": 459.046244, "r": 557.730971, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 8 }, { "id": "p628.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p628.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 268.020976, "t": 423.046244, "r": 557.730971, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 10 }, { "id": "p628.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p628.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 268.020976, "t": 387.046221, "r": 557.730971, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p628.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p628.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 268.020976, "t": 351.046221, "r": 557.730971, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p628.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p628.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 268.020976, "t": 603.046244, "r": 557.730971, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p628.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p628.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 268.020976, "t": 639.046244, "r": 557.730971, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p628.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p628.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 290.879997, "t": 315.046221, "r": 557.47852, "b": 304.038834 }, "text": "Peak Elev=91.36' Storage=0.002 af Inflow=0.15 cfs 491 cf Outflow=0.03 cfs 491 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p628.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p628.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 290.879997, "t": 279.04622099999995, "r": 557.47852, "b": 268.03883399999995 }, "text": "Peak Elev=94.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 22 }, { "id": "p628.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p628.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 290.879997, "t": 243.04622099999995, "r": 557.47852, "b": 232.03883399999995 }, "text": "Peak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p628.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p628.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 290.879997, "t": 207.04622099999995, "r": 557.47852, "b": 196.03883399999995 }, "text": "Peak Elev=93.26' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p628.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p628.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 290.879997, "t": 171.04622099999995, "r": 557.47852, "b": 160.03883399999995 }, "text": "Peak Elev=92.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p628.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p628.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 290.879997, "t": 135.04622099999995, "r": 557.47852, "b": 124.03883399999995 }, "text": "Peak Elev=93.30' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.05 cfs 491 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p628.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p628.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 290.879997, "t": 99.04622099999995, "r": 557.47852, "b": 88.03883399999995 }, "text": "Peak Elev=93.30' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.05 cfs 491 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 629, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "text": 7 }, "build_ms": 0, "items": [ { "id": "p629.1", "order": 1, "type": "text", "bbox": { "l": 50.4, "t": 738.24, "r": 562.08, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8", "reading_order": 0 }, { "id": "p629.2", "order": 2, "type": "text", "bbox": { "l": 51.6, "t": 688.32, "r": 225.84, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "reading_order": 1 }, { "id": "p629.3", "order": 3, "type": "text", "bbox": { "l": 288, "t": 688.8, "r": 560.64, "b": 662.64 }, "text": "Peak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf", "reading_order": 2 }, { "id": "p629.4", "order": 4, "type": "text", "bbox": { "l": 51.36, "t": 651.84, "r": 225.84, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf\nOutflow=0.07 cfs 491 cf", "reading_order": 3 }, { "id": "p629.5", "order": 5, "type": "text", "bbox": { "l": 288, "t": 652.8, "r": 560.64, "b": 626.4 }, "text": "Peak Elev=94.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf", "reading_order": 4 }, { "id": "p629.6", "order": 6, "type": "text", "bbox": { "l": 125.76, "t": 616.32, "r": 273.84, "b": 592.32 }, "text": "Total Runoff Area = 16,650 sf\nRunoff Volume = 4,422 cf Average Runoff Depth = 3.19\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 5 }, { "id": "p629.7", "order": 7, "type": "text", "bbox": { "l": 278.4, "t": 616.32, "r": 561.84, "b": 589.92 }, "text": "Runoff Volume = 4,422 cf Average Runoff Depth = 3.19\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 6 } ] }, { "document_id": 12617, "page": 630, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 14, "text": 4, "title": 1 }, "build_ms": 2, "items": [ { "id": "p630.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p630.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p630.3", "order": 3, "type": "text", "bbox": { "l": 522.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 9", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p630.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p630.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume=\nRouted to Pond 37P : Subsurface Basin Lot 1", "reading_order": 4 }, { "id": "p630.6", "order": 6, "type": "text", "bbox": { "l": 356.16, "t": 659.76, "r": 463.68, "b": 646.56 }, "text": "491 cf, Depth= 3.19\"", "reading_order": 5 }, { "id": "p630.7", "order": 7, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 6 }, { "id": "p630.8", "order": 8, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p630.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p630.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p630.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p630.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p630.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p630.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 5 }, { "id": "p630.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p630.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p630.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 8 }, { "id": "p630.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p630.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p630.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 175.895438, "b": 511.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p630.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 497.417872 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p630.11", "order": 25, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 }, { "id": "p630.12", "order": 26, "type": "footnote", "bbox": { "l": 90, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 631, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 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(inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p631.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p631.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p631.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 632, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 18, "text": 1, "title": 1 }, "build_ms": 2, "items": [ { "id": "p632.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p632.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 393.6, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p632.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 11", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p632.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p632.5", "order": 5, "type": "table", "bbox": { "l": 50.16, "t": 667.92, "r": 609.84, "b": 490.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p632.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.16, "t": 667.92, "r": 609.84, "b": 645.78 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p632.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 38P : Subsurface Basin Lot 8", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p632.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p632.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p632.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p632.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p632.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 385.968, "t": 601.5, "r": 497.904, "b": 579.36 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p632.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 497.904, "t": 601.5, "r": 609.84, "b": 579.36 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p632.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p632.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p632.5.11", "order": 16, 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"reading_order": 13 }, { "id": "p632.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p632.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p632.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p632.5.18", "order": 23, "type": "table_cell", 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712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p633.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 395.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p633.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 698.88 }, "text": "Page 12", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p633.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.52, "b": 672.96 }, "text": "Hydrograph for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p633.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p634.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p634.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p634.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p634.7.3", 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"reading_order": 5 }, { "id": "p634.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p634.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.28, "r": 559.44, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p634.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p634.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p634.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p634.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.8, "r": 559.44, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p634.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p634.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p634.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p634.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p634.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p634.9", "order": 25, "type": "figure", 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"p635.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.2, "b": 699.12 }, "text": "Page 14", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p635.4", "order": 4, "type": "caption", "bbox": { "l": 180.48, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p635.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p635.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p635.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p635.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p635.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p635.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 636, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p636.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p636.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p636.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 15", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p636.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p636.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 41P : Subsurface Basin Lot 9", "reading_order": 4 }, { "id": "p636.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p636.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p636.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p636.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p636.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p636.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.76, "r": 559.44, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p636.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p636.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p636.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p636.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.28, "r": 559.44, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p636.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p636.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p636.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p636.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.8, "r": 559.44, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p636.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p636.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p636.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p636.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p636.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p636.9", "order": 25, "type": "figure", "bbox": { "l": 64.56, "t": 399.84, "r": 512.4, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p636.10", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p636.11", "order": 27, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 637, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p637.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p637.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 396.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p637.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 698.88 }, "text": "Page 16", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p637.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p637.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p637.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p637.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p637.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p637.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p637.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 638, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 18, "text": 1, "title": 1 }, "build_ms": 3, "items": [ { "id": "p638.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p638.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p638.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 17", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p638.4", "order": 4, "type": "title", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p638.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 669.12, "r": 610.08, "b": 491.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p638.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.4, "t": 669.12, "r": 610.08, "b": 646.95 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p638.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 289.782, "b": 635.177878 }, "text": "Routed to Pond 43P : Subsurface Basin Lot 10", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p638.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p638.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p638.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p638.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p638.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.208, "t": 602.61, "r": 498.144, "b": 580.44 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p638.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 498.144, "t": 602.61, "r": 610.08, "b": 580.44 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p638.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p638.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p638.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p638.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.208, "t": 580.44, "r": 498.144, "b": 558.27 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p638.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 498.144, "t": 580.44, "r": 610.08, "b": 558.27 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p638.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p638.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p638.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p638.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p638.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p638.6", "order": 24, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p638.7", "order": 25, "type": "figure", "bbox": { "l": 64.32, "t": 399.36, "r": 509.28, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p638.8", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p638.9", "order": 27, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 639, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p639.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p639.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p639.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 18", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p639.4", "order": 4, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 435.12, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p639.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p639.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p639.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p639.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p639.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p639.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 640, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 3, "items": [ { "id": "p640.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p640.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p640.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 19", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p640.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p640.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 4 }, { "id": "p640.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p640.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p640.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p640.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p640.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p640.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.76, "r": 559.44, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p640.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p640.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p640.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p640.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.28, "r": 559.44, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p640.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p640.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p640.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p640.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.8, "r": 559.44, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p640.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p640.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p640.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p640.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p640.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p640.9", "order": 25, "type": "figure", "bbox": { "l": 64.56, "t": 399.84, "r": 517.2, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p640.10", "order": 26, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 }, { "id": "p640.11", "order": 27, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 641, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p641.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p641.2", "order": 2, "type": "header", "bbox": { "l": 443.76, "t": 738.96, "r": 563.28, "b": 699.36 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 20", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p641.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p641.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p641.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p641.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p641.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p641.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p641.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p641.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 642, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 2, "items": [ { "id": "p642.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p642.2", "order": 2, "type": "header", "bbox": { "l": 457.44, "t": 738.48, "r": 562.08, "b": 699.36 }, "text": "YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 21", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p642.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 394.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p642.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p642.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 668.16, "r": 609.84, "b": 490.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p642.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.4, "t": 668.16, "r": 609.84, "b": 645.99 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p642.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 50P : Subsurface Basin Lot 4", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p642.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p642.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p642.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p642.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p642.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.064, "t": 601.65, "r": 497.952, "b": 579.48 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p642.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 497.952, "t": 601.65, "r": 609.84, "b": 579.48 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p642.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p642.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p642.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p642.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.064, "t": 579.48, "r": 497.952, "b": 557.31 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p642.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 497.952, "t": 579.48, "r": 609.84, "b": 557.31 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p642.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p642.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p642.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p642.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p642.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p642.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p642.7", "order": 25, "type": "figure", "bbox": { "l": 64.56, "t": 399.84, "r": 509.28, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p642.8", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p642.9", "order": 27, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 643, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p643.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p643.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p643.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 22", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p643.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p643.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p643.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p643.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p643.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p643.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p643.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 644, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 3, "items": [ { "id": "p644.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p644.2", "order": 2, "type": "header", "bbox": { "l": 453.12, "t": 738.72, "r": 562.08, "b": 699.36 }, "text": "YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 23", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p644.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 393.84, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p644.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p644.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 667.68, "r": 609.84, "b": 490.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p644.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.4, "t": 667.68, "r": 609.84, "b": 645.57 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p644.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 52P : Subsurface Basin Lot 6", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p644.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p644.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p644.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p644.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p644.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.064, "t": 601.35, "r": 497.952, "b": 579.24 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p644.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 497.952, "t": 601.35, "r": 609.84, "b": 579.24 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p644.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p644.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p644.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p644.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.064, "t": 579.24, "r": 497.952, "b": 557.13 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p644.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 497.952, "t": 579.24, "r": 609.84, "b": 557.13 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p644.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p644.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p644.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p644.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p644.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p644.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p644.7", "order": 25, "type": "figure", "bbox": { "l": 64.56, "t": 400.08, "r": 516.48, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p644.8", "order": 26, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 }, { "id": "p644.9", "order": 27, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 645, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p645.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p645.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p645.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.12, "r": 558.96, "b": 699.12 }, "text": "Page 24", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p645.4", "order": 4, "type": "caption", "bbox": { "l": 180.48, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p645.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p645.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p645.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p645.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p645.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p645.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 646, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p646.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p646.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p646.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 25", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p646.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p646.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume=\nRouted to Pond 56P : Subsurface Basin Lot 7", "reading_order": 4 }, { "id": "p646.6", "order": 6, "type": "text", "bbox": { "l": 356.16, "t": 659.76, "r": 463.68, "b": 646.56 }, "text": "491 cf, Depth= 3.19\"", "reading_order": 5 }, { "id": "p646.7", "order": 7, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 6 }, { "id": "p646.8", "order": 8, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p646.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p646.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p646.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p646.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.76, "r": 559.44, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p646.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p646.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p646.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p646.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.28, "r": 559.44, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p646.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p646.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p646.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p646.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.8, "r": 559.44, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p646.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p646.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p646.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p646.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 7 }, { "id": "p646.9", "order": 25, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p646.10", "order": 26, "type": "figure", "bbox": { "l": 64.8, "t": 399.84, "r": 512.16, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\nRunoff Area=1,850 sf\n0.12\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p646.11", "order": 27, "type": "footnote", "bbox": { "l": 90, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p646.12", "order": 28, "type": "footer", "bbox": { "l": 510.72, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 647, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p647.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p647.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 396, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p647.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 26", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p647.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p647.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p647.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p647.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p647.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p647.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p647.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 648, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 2 }, "build_ms": 4, "items": [ { "id": "p648.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 560.64, "b": 703.92 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p648.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p648.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 27", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p648.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.2, "b": 672.72 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p648.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 662.88, "r": 548.88, "b": 535.68 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.03 cfs @ 11.83 hrs, Volume= 491 cf, Atten=78%, Lag=0.0 min\nDiscarded = 0.03 cfs @ 11.83 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.36' @ 12.31 hrs Surf.Area= 0.013 ac Storage= 0.002 af\n\nPlug-Flow detention time= 11.6 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 11.6 min (763.5 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p648.6", "order": 6, "type": "table", "bbox": { "l": 52.08, "t": 529.44, "r": 558, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p648.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p648.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p648.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p648.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p648.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p648.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "91.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p648.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.008 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p648.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 404.37553, "b": 501.137889 }, "text": "10.06'W x 57.33'L x 2.17'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p648.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 431.52, "t": 476.88, "r": 558, "b": 450.6 }, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p648.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p648.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "91.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p648.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.006 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p648.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 12 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p648.7", "order": 20, "type": "heading", "bbox": { "l": 67.44, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p648.8", "order": 21, "type": "table", "bbox": { "l": 50.16, "t": 382.8, "r": 558.48, "b": 312 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=91.02' (Free Discharge)" } ] } }, "children": [ { "id": "p648.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p648.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p648.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p648.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p648.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p648.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.03 cfs @ 11.83 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p648.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.4, "t": 347.4, "r": 558.48, "b": 329.7 }, "text": "HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p648.9", "order": 29, "type": "table", "bbox": { "l": 57.12, "t": 293.52, "r": 556.32, "b": 217.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p648.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p648.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p648.10", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.014 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 649, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p649.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 560.64, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 28", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p649.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 403.2, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p649.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p649.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 663.84, "r": 554.64, "b": 320.64 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p649.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p649.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 650, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p650.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.72, "r": 560.88, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 29", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p650.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p650.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.36, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p650.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.68, "r": 552.48, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=91.36'\n0.14\n0.13\n0.12 Storage=0.002 af\n0.11\n0.1\n(cfs) 0.09\nFlow\n0.08\n0.07\n0.06\n0.05\n0.03 cfs\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p650.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 405.6, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p650.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p650.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.08, "r": 486.72, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p650.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.2, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p650.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p650.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] 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405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p651.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p651.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 663.6, "r": 553.2, "b": 398.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 652, "width": 612, "height": 792, "rotation": 0, "pipeline_version": 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"order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.48, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p654.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p654.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p654.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.008\n0.008\n0.009\n0.009\n0.010\n0.010\n0.010\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012\n0.013\n0.013\n0.013\n0.013\n0.014\n0.014\n0.014\n0.014", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 655, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 27, "text": 1 }, "build_ms": 5, "items": [ { "id": "p655.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 560.64, "b": 703.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 34", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p655.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p655.3", "order": 3, "type": "header", "bbox": { "l": 517.2, "t": 711.12, "r": 558.72, "b": 699.12 }, "text": "Page 34", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p655.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p655.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 662.88, "r": 544.56, "b": 536.16 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 0.9 min (752.8 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p655.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p655.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p655.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p655.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p655.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p655.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p655.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p655.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p655.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p655.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p655.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p655.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p655.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p655.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p655.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p655.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p655.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p655.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 5 }, { "id": "p655.7", "order": 24, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p655.8", "order": 25, "type": "table", "bbox": { "l": 49.92, "t": 381.84, "r": 558, "b": 313.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.02' (Free Discharge)" } ] } }, "children": [ { "id": "p655.8.1", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p655.8.2", "order": 27, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p655.8.3", "order": 28, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p655.8.4", "order": 29, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p655.8.5", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p655.8.6", "order": 31, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.97 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p655.8.7", "order": 32, "type": "table_cell", "bbox": { "l": 430.98, "t": 347.52, "r": 558, "b": 330.36 }, "text": "HW=94.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p655.9", "order": 33, "type": "table", "bbox": { "l": 57.12, "t": 292.56, "r": 557.04, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p655.9.1", "order": 34, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p655.9.2", "order": 35, "type": "table_cell", "bbox": { "l": 57.12, "t": 254.76, "r": 307.08, "b": 216.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p655.9.3", "order": 36, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p655.10", "order": 37, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 656, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p656.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 560.16, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 35", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p656.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 399.84, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p656.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.4, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p656.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.08, "r": 555.36, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p656.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p656.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 657, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p657.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 36", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p657.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p657.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p657.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 669.12, "r": 551.52, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=94.21'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p657.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p657.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p657.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 358.08, "r": 486.48, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p657.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": 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63.36, "t": 658.8, "r": 502.08, "b": 408.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p658.7", "order": 7, "type": "footnote", "bbox": { "l": 81.6, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p658.8", "order": 8, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, 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699.12 }, "text": "Page 38", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p659.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.12, "b": 673.2 }, "text": "Hydrograph for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p659.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p659.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": 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"id": "p660.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p660.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 661, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p661.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 561.36, "b": 710.88 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p661.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p661.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 40", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p661.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 461.76, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 3 }, { "id": "p661.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p661.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p661.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p661.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 662, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 4, "items": [ { "id": "p662.1", "order": 1, "type": "header", "bbox": { "l": 466.32, "t": 738.96, "r": 560.4, "b": 700.8 }, "text": "R-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 41", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p662.2", "order": 2, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 560.64, "b": 715.2 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\" Printed 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p662.3", "order": 3, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p662.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p662.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 662.64, "r": 541.68, "b": 536.16 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.07 cfs @ 11.94 hrs, Volume= 491 cf, Atten= 55%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.94 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.25' @ 12.12 hrs Surf.Area= 0.009 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.6 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 1.6 min (753.5 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p662.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p662.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p662.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p662.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p662.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p662.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p662.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p662.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p662.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 49.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p662.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.34 }, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p662.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p662.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p662.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p662.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p662.7", "order": 20, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p662.8", "order": 21, "type": "table", "bbox": { "l": 48.72, "t": 382.56, "r": 558.72, "b": 310.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p662.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p662.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p662.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p662.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p662.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p662.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.94 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p662.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.22, "t": 346.32, "r": 558.72, "b": 328.2 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p662.9", "order": 29, "type": "table", "bbox": { "l": 56.64, "t": 291.84, "r": 557.52, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p662.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p662.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 56.64, "t": 254.4, "r": 307.08, "b": 216.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p662.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p662.10", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 663, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p663.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 560.4, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 42", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p663.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.76, "r": 399.12, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p663.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p663.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.56, "r": 553.92, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p663.5", "order": 5, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p663.6", "order": 6, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 664, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p664.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.24, "r": 560.88, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 43", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p664.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p664.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p664.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.68, "r": 552.48, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=93.25'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09\n0.08 0.07 cfs\nFlow\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p664.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p664.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p664.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 358.56, "r": 487.68, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p664.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p664.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p664.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 665, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 2, "items": [ { "id": "p665.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.64, "b": 710.4 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p665.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p665.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.64, "r": 558.72, "b": 699.36 }, "text": "Page 44", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p665.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p665.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p665.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 660.24, "r": 552.24, "b": 412.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 5 }, { "id": "p665.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 666, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p666.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p666.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 400.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p666.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 45", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p666.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p666.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p666.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p666.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p666.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p666.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.05\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p666.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.07\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 667, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p667.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 46", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p667.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p667.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p667.4", "order": 4, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p667.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p667.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p667.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p667.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p667.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p667.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p667.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 668, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p668.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 561.36, "b": 710.4 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p668.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p668.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 47", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p668.4", "order": 4, "type": "caption", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p668.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p668.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p668.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p668.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 669, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 4, "items": [ { "id": "p669.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.68, "r": 560.88, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p669.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 391.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p669.3", "order": 3, "type": "header", "bbox": { "l": 459.84, "t": 737.76, "r": 560.88, "b": 699.36 }, "text": "R-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 48", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p669.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p669.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 662.88, "r": 543.6, "b": 535.92 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.07 cfs @ 11.94 hrs, Volume= 491 cf, Atten=55%, Lag=0.0 min\nDiscarded = 0.07 cfs @ 11.94 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.26' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.6 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 1.6 min (753.5 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p669.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p669.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p669.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p669.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p669.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p669.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p669.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p669.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p669.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 48.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p669.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.34 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p669.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p669.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p669.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p669.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p669.7", "order": 20, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p669.8", "order": 21, "type": "table", "bbox": { "l": 49.68, "t": 383.04, "r": 558.96, "b": 312 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p669.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p669.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p669.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p669.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p669.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p669.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.94 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p669.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.64, "t": 347.52, "r": 558.96, "b": 329.76 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p669.9", "order": 29, "type": "table", "bbox": { "l": 56.88, "t": 289.2, "r": 557.76, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p669.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p669.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 56.88, "t": 253.08, "r": 307.32, "b": 216.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p669.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p669.10", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 670, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p670.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 559.92, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p670.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.76, "r": 394.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p670.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p670.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.08, "r": 553.68, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage\n6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement\n\n800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage\n\nChamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17'\n\n6 Chambers\n29.7 cy Field\n21.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p670.5", "order": 5, "type": "figure", "bbox": { "l": 288.24, "t": 310.56, "r": 324.24, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p670.6", "order": 6, "type": "text", "bbox": { "l": 288.48, "t": 65.28, "r": 324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 671, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p671.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.48, "r": 560.88, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 50", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p671.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p671.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p671.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.2, "r": 552.72, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=93.26'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09\n0.08 0.07 cfs\nFlow\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p671.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.08, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p671.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p671.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 358.32, "r": 487.68, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p671.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p671.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p671.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 672, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p672.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.64, "b": 708.48 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p672.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 398.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p672.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 51", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p672.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p672.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p672.6", "order": 6, "type": "figure", "bbox": { "l": 61.44, "t": 663.36, "r": 552.48, "b": 406.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009" }, "reading_order": 5 }, { "id": "p672.7", "order": 7, "type": "footnote", "bbox": { "l": 78.72, "t": 417.84, "r": 477.84, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 673, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p673.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 561.36, "b": 711.36 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p673.2", "order": 2, "type": "header", "bbox": { "l": 445.92, "t": 738.96, "r": 562.8, "b": 699.36 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 52", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p673.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 404.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p673.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p673.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p673.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p673.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p673.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p673.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.05\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p673.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.07\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 674, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p674.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 560.88, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 53", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p674.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p674.3", "order": 3, "type": "caption", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p674.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p674.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p674.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p674.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p674.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p674.5", "order": 9, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p674.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p674.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 675, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p675.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 561.36, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 54", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p675.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 400.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p675.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 2 }, { "id": "p675.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p675.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p675.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p675.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 676, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 5, "items": [ { "id": "p676.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 560.88, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 55", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p676.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p676.3", "order": 3, "type": "heading", "bbox": { "l": 163.2, "t": 687.6, "r": 449.04, "b": 672.72 }, "text": "Summary for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p676.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 662.88, "r": 548.88, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 0.9 min (752.8 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p676.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p676.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p676.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p676.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p676.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p676.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p676.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p676.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p676.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p676.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.34 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p676.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p676.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p676.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p676.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p676.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p676.7", "order": 20, "type": "table", "bbox": { "l": 49.2, "t": 382.56, "r": 557.76, "b": 310.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=92.02' (Free Discharge)" } ] } }, "children": [ { "id": "p676.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p676.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p676.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p676.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p676.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p676.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.97 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p676.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 430.62, "t": 346.68, "r": 557.76, "b": 328.74 }, "text": "HW=92.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p676.8", "order": 28, "type": "table", "bbox": { "l": 57.12, "t": 292.8, "r": 557.76, "b": 217.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p676.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p676.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 57.12, "t": 255.12, "r": 307.44, "b": 217.44 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p676.8.3", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p676.9", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 677, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p677.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.44, "r": 560.16, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 56", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p677.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.76, "r": 401.52, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p677.3", "order": 3, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p677.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 661.92, "r": 554.64, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p677.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.88 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p677.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.48, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 678, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, 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"block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=92.21'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p678.5", "order": 5, "type": "caption", "bbox": { "l": 201.36, "t": 381.84, "r": 409.68, "b": 367.92 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p678.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p678.7", "order": 7, "type": "figure", "bbox": { "l": 63.12, "t": 357.84, "r": 486.72, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p678.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p678.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.32, "r": 509.04, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p678.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 679, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p679.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 560.64, "b": 708.96 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p679.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p679.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 58", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p679.4", "order": 4, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p679.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p679.6", "order": 6, "type": "figure", "bbox": { "l": 63.36, "t": 658.8, "r": 502.32, "b": 408 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n94\n(feet)\nElevation\n93\nADS N-12 15\"\nField A\n92\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p679.7", "order": 7, "type": "footnote", "bbox": { "l": 81.6, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p679.8", "order": 8, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 680, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p680.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p680.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 402.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p680.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 59", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p680.4", "order": 4, "type": "caption", "bbox": { "l": 167.52, "t": 687.6, "r": 445.2, "b": 672.96 }, "text": "Hydrograph for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p680.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p680.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p680.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p680.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p680.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.03\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p680.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 681, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p681.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 561.6, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 60", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p681.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.04, "r": 395.52, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p681.3", "order": 3, "type": "heading", "bbox": { "l": 154.56, "t": 687.6, "r": 457.2, "b": 673.2 }, "text": "Stage-Discharge for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p681.4", "order": 4, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p681.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p681.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p681.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p681.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p681.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p681.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p681.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 682, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p682.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 561.36, "b": 703.68 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 61", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p682.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 393.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p682.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 558.96, "b": 698.88 }, "text": "Page 61", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p682.4", "order": 4, "type": "text", "bbox": { "l": 147.12, "t": 687.6, "r": 465.12, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10", "reading_order": 3 }, { "id": "p682.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p682.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p682.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p682.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 683, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 34, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 24, "text": 1 }, "build_ms": 4, "items": [ { "id": "p683.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 560.88, "b": 710.16 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p683.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 393.12, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p683.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 62", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p683.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p683.5", "order": 5, "type": "text", "bbox": { "l": 51.12, "t": 662.64, "r": 550.08, "b": 535.92 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.05 cfs @ 11.91 hrs, Volume= 491 cf, Atten=70%, Lag=0.0 min\nDiscarded = 0.05 cfs @ 11.91 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.30' @ 12.21 hrs Surf.Area= 0.011 ac Storage= 0.001 af\n\nPlug-Flow detention time= 4.9 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 4.9 min (756.8 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p683.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 529.2, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 2, "flags": [ { "row": 1, "col": 3, "coverage": 0.28, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" }, { "row": 3, "col": 2, "coverage": 0.5, "text": "0.012 cf" } ] } }, "children": [ { "id": "p683.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p683.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p683.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p683.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p683.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p683.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p683.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p683.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.32, "t": 502.56, "r": 556.32, "b": 475.92 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p683.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p683.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p683.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p683.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p683.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 52.32, "t": 449.28, "r": 178.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p683.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 178.32, "t": 449.28, "r": 304.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p683.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 304.32, "t": 449.28, "r": 430.32, "b": 422.64 }, "text": "0.012 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p683.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p683.7", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p683.8", "order": 24, "type": "table", "bbox": { "l": 50.16, "t": 382.8, "r": 558.72, "b": 311.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p683.8.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p683.8.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p683.8.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p683.8.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p683.8.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p683.8.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.91 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 7 }, { "id": "p683.9", "order": 31, "type": "table", "bbox": { "l": 56.88, "t": 293.76, "r": 556.32, "b": 218.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p683.9.1", "order": 32, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p683.9.2", "order": 33, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p683.10", "order": 34, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 684, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p684.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 559.68, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 63", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p684.2", "order": 2, "type": "header", "bbox": { "l": 53.28, "t": 738, "r": 401.28, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p684.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p684.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.56, "r": 537.12, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p684.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p684.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 685, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p685.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 738.96, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 64", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p685.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p685.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p685.4", "order": 4, "type": "figure", "bbox": { "l": 61.92, "t": 667.44, "r": 551.52, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=93.30'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09\nFlow\n0.08\n0.07\n0.06\n0.05 cfs\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p685.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p685.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p685.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 356.4, "r": 489.12, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p685.8", "order": 8, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p685.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p685.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 686, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p686.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 560.64, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 65", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p686.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p686.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p686.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p686.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.84, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 687, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p687.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 561.36, "b": 708.48 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p687.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p687.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 698.88 }, "text": "Page 66", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p687.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p687.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p687.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p687.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p687.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p687.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.09\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p687.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 688, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p688.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 738.96, "r": 561.36, "b": 700.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 67", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p688.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.76, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p688.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p688.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.68, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p688.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p688.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p688.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p688.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p688.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p688.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p688.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 689, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p689.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 561.36, "b": 702 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 68", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p689.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 401.28, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p689.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 2 }, { "id": "p689.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p689.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p689.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p689.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 690, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p690.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.6, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 69", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p690.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 392.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p690.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p690.4", "order": 4, "type": "text", "bbox": { "l": 51.12, "t": 663.36, "r": 551.76, "b": 535.68 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.05 cfs @ 11.91 hrs, Volume= 491 cf, Atten=70%, Lag=0.0 min\nDiscarded = 0.05 cfs @ 11.91 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.30' @ 12.21 hrs Surf.Area= 0.011 ac Storage= 0.001 af\n\nPlug-Flow detention time= 4.9 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 4.9 min (756.8 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p690.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 529.2, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p690.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p690.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p690.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p690.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p690.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p690.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p690.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p690.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p690.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.32, "t": 486.672, "r": 556.32, "b": 465.408 }, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p690.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p690.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p690.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p690.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.194769, "t": 489.222448, "r": 505.428022, "b": 415.337871 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside\nTotal Available Storage", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p690.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p690.7", "order": 20, "type": "table", "bbox": { "l": 49.92, "t": 382.8, "r": 558.72, "b": 312 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p690.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p690.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p690.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p690.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p690.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p690.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.91 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p690.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.52, "t": 347.4, "r": 558.72, "b": 329.7 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p690.8", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 293.76, "r": 556.56, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p690.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p690.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p690.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 691, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p691.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.44, "r": 560.16, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 70", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p691.2", "order": 2, "type": "header", "bbox": { "l": 53.76, "t": 738, "r": 400.08, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p691.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p691.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.56, "r": 537.12, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p691.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p691.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 692, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p692.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 560.88, "b": 708.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p692.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p692.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 558.72, "b": 699.12 }, "text": "Page 71", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p692.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p692.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 669.36, "r": 551.52, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=93.30'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09\nFlow\n0.08\n0.07\n0.06\n0.05 cfs\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p692.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p692.7", "order": 7, "type": "caption", "bbox": { "l": 239.28, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p692.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 356.4, "r": 489.6, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p692.9", "order": 9, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p692.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p692.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 693, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p693.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 560.64, "b": 708.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p693.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p693.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 72", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p693.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p693.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p693.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 694, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p694.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p694.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 402.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p694.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 73", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p694.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p694.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p694.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p694.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p694.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p694.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.09\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p694.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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"order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 74", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p695.4", "order": 4, "type": "heading", "bbox": { "l": 158.64, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p695.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p695.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p695.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p695.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p695.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p695.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p695.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p695.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 696, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p696.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 561.6, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p696.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 391.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p696.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 75", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p696.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p696.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p696.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p696.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p696.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 697, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p697.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 560.64, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p697.2", "order": 2, "type": "header", "bbox": { "l": 451.68, "t": 738.96, "r": 561.6, "b": 699.36 }, "text": "YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 76", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p697.3", "order": 3, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 390.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p697.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p697.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 662.88, "r": 541.44, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.07 cfs @ 11.95 hrs, Volume= 491 cf, Atten= 53%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.95 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.25' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.4 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 1.4 min (753.3 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p697.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p697.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p697.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p697.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p697.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p697.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p697.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p697.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p697.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p697.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p697.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p697.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p697.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p697.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p697.7", "order": 20, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p697.8", "order": 21, "type": "table", "bbox": { "l": 49.68, "t": 383.04, "r": 558.96, "b": 308.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p697.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p697.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p697.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p697.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p697.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p697.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.95 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p697.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.64, "t": 345.84, "r": 558.96, "b": 327.24 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p697.9", "order": 29, "type": "table", "bbox": { "l": 56.64, "t": 289.92, "r": 558, "b": 216.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p697.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p697.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p697.10", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 698, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p698.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 560.16, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 77", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p698.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 396.24, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p698.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p698.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 663.12, "r": 554.4, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n\n3 Rows x 18.0\" Wide + 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"level": 2, "reading_order": 1 }, { "id": "p699.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 78", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p699.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p699.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 669.12, "r": 552.72, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=93.25'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09\n0.08 0.07 cfs\nFlow\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p699.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p699.7", "order": 7, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p699.8", "order": 8, "type": "figure", "bbox": { "l": 62.4, "t": 358.08, "r": 487.68, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p699.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ 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"order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 399.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p700.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 79", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p700.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p700.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p700.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 660.24, "r": 551.76, "b": 407.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p700.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.92, "b": 401.04 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 701, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, 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"b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p701.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p701.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p701.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p701.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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"col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 702, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 13, "items": [ { "id": "p702.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p702.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 402.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p702.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 81", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p702.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p702.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p702.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p702.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p702.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p702.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p702.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p702.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p702.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 703, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p703.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 561.36, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 82", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p703.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 396.24, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p703.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 2 }, { "id": "p703.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p703.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p703.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p703.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 704, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 26, "text": 1 }, "build_ms": 5, "items": [ { "id": "p704.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 560.88, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p704.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 738, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p704.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 711.36, "r": 558.96, "b": 699.12 }, "text": "Page 83", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p704.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p704.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 662.88, "r": 546.24, "b": 535.92 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event\nInflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf\nOutflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow)\nCenter-of-Mass det. time= 0.9 min (752.8 - 751.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p704.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p704.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p704.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p704.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p704.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p704.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p704.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p704.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p704.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p704.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p704.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p704.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p704.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p704.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p704.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p704.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p704.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p704.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 5 }, { "id": "p704.7", "order": 24, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p704.8", "order": 25, "type": "table", "bbox": { "l": 49.68, "t": 381.84, "r": 558, "b": 311.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.02' (Free Discharge)" } ] } }, "children": [ { "id": "p704.8.1", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p704.8.2", "order": 27, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p704.8.3", "order": 28, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p704.8.4", "order": 29, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p704.8.5", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p704.8.6", "order": 31, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.97 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p704.8.7", "order": 32, "type": "table_cell", "bbox": { "l": 430.92, "t": 346.8, "r": 558, "b": 329.28 }, "text": "HW=94.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p704.9", "order": 33, "type": "table", "bbox": { "l": 57.12, "t": 293.04, "r": 556.56, "b": 217.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p704.9.1", "order": 34, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p704.9.2", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p704.10", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 705, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p705.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 559.92, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nas LLC Page 84", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p705.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 398.16, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p705.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p705.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 665.04, "r": 554.4, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p705.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p705.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 706, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p706.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 85", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p706.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p706.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p706.4", "order": 4, "type": "figure", "bbox": { "l": 61.92, "t": 667.92, "r": 551.28, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Discarded\n0.16\n0.15 Inflow Area=1,850 sf\nPeak Elev=94.21'\n0.14\n0.13\n0.12 Storage=0.001 af\n0.11\n0.1\n(cfs) 0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p706.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p706.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p706.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.72, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p706.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p706.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.32, "r": 509.04, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p706.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 707, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p707.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 560.64, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 86", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p707.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p707.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p707.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p707.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 659.04, "r": 503.52, "b": 408 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p707.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p707.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.2 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 708, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p708.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 561.36, "b": 707.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p708.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 401.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p708.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 87", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p708.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p708.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p708.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p708.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p708.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p708.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.03\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p708.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 709, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p709.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 561.6, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 88", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p709.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.76, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p709.3", "order": 3, "type": "heading", "bbox": { "l": 158.64, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p709.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 284.16, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p709.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p709.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p709.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p709.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p709.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p709.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p709.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 710, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p710.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 561.36, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 89", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p710.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 398.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p710.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7", "reading_order": 2 }, { "id": "p710.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p710.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p710.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p710.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 711, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "header": 2, "table": 1, "table_cell": 33 }, "build_ms": 7, "items": [ { "id": "p711.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 738.96, "r": 561.6, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 90", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p711.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 395.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p711.3", "order": 3, "type": "table", "bbox": { "l": 51.6, "t": 687.102457, "r": 562.56, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 3, "integrity": { "cells_checked": 33, "cells_flagged": 0 } }, "children": [ { "id": "p711.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 107.520001, "t": 687.102457, "r": 504.19892, "b": 651.137877 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p711.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p711.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 268.020976, "t": 567.046244, "r": 557.730971, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p711.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p711.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 268.020976, "t": 531.046244, "r": 557.730971, "b": 508.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p711.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 54, "t": 566.9824659999999, "r": 205.131515, "b": 555.017886 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p711.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 268.020976, "t": 495.046244, "r": 557.730971, "b": 472.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p711.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p711.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 268.020976, "t": 459.046244, "r": 557.730971, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 8 }, { "id": "p711.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p711.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 268.020976, "t": 423.046244, "r": 557.730971, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 10 }, { "id": "p711.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p711.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 268.020976, "t": 387.046221, "r": 557.730971, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p711.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p711.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 268.020976, "t": 351.046221, "r": 557.730971, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p711.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p711.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 268.020976, "t": 603.046244, "r": 557.730971, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p711.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p711.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 268.020976, "t": 639.046244, "r": 557.730971, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p711.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p711.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 290.879997, "t": 315.046221, "r": 557.47852, "b": 304.038834 }, "text": "Peak Elev=91.51' Storage=0.003 af Inflow=0.18 cfs 587 cf Outflow=0.03 cfs 587 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p711.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p711.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 290.879997, "t": 279.04622099999995, "r": 557.47852, "b": 268.03883399999995 }, "text": "Peak Elev=94.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 22 }, { "id": "p711.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p711.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 290.879997, "t": 243.04622099999995, "r": 557.47852, "b": 232.03883399999995 }, "text": "Peak Elev=93.36' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p711.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p711.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 290.879997, "t": 207.04622099999995, "r": 557.47852, "b": 196.03883399999995 }, "text": "Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p711.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p711.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 290.879997, "t": 171.04622099999995, "r": 557.47852, "b": 160.03883399999995 }, "text": "Peak Elev=92.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p711.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p711.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 290.879997, "t": 99.04622099999995, "r": 557.47852, "b": 88.03883399999995 }, "text": "Peak Elev=93.44' Storage=0.002 af Inflow=0.18 cfs 587 cf Outflow=0.05 cfs 587 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p711.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p711.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 290.879997, "t": 135.04622099999995, "r": 557.47852, "b": 124.03883399999995 }, "text": "Peak Elev=93.44' Storage=0.002 af Inflow=0.18 cfs 587 cf Outflow=0.05 cfs 587 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 712, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 1, "text": 6 }, "build_ms": 0, "items": [ { "id": "p712.1", "order": 1, "type": "header", "bbox": { "l": 50.64, "t": 738.24, "r": 562.08, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 91", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p712.2", "order": 2, "type": "text", "bbox": { "l": 51.36, "t": 688.32, "r": 225.6, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "reading_order": 1 }, { "id": "p712.3", "order": 3, "type": "text", "bbox": { "l": 51.36, "t": 651.84, "r": 225.6, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf\nOutflow=0.07 cfs 587 cf", "reading_order": 2 }, { "id": "p712.4", "order": 4, "type": "text", "bbox": { "l": 288, "t": 688.8, "r": 560.4, "b": 662.64 }, "text": "Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf", "reading_order": 3 }, { "id": "p712.5", "order": 5, "type": "text", "bbox": { "l": 288, "t": 653.04, "r": 560.64, "b": 626.4 }, "text": "Peak Elev=94.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf", "reading_order": 4 }, { "id": "p712.6", "order": 6, "type": "text", "bbox": { "l": 125.76, "t": 616.32, "r": 273.84, "b": 592.08 }, "text": "Total Runoff Area = 16,650 sf\nRunoff Volume = 5,279 cf Average Runoff Depth = 3.81\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 5 }, { "id": "p712.7", "order": 7, "type": "text", "bbox": { "l": 278.16, "t": 616.32, "r": 561.36, "b": 589.92 }, "text": "Runoff Volume = 5,279 cf Average Runoff Depth = 3.81\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 6 } ] }, { "document_id": 12617, "page": 713, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p713.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 92", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p713.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p713.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.48 }, "text": "Summary for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p713.4", "order": 4, "type": "text", "bbox": { "l": 54, "t": 660.24, "r": 463.44, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 37P : Subsurface Basin Lot 1", "reading_order": 3 }, { "id": "p713.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 4 }, { "id": "p713.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p713.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p713.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p713.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p713.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p713.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p713.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p713.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p713.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p713.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p713.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p713.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p713.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p713.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p713.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p713.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p713.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p713.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.28, "b": 408.24 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p713.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p713.9", "order": 25, "type": "figure", "bbox": { "l": 64.08, "t": 398.88, "r": 544.32, "b": 141.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p713.10", "order": 26, "type": "footnote", "bbox": { "l": 90.72, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 714, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p714.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 93", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p714.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.68, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p714.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.28, "b": 672.96 }, "text": "Hydrograph for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p714.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p714.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p714.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p714.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p714.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p714.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 715, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 2, "items": [ { "id": "p715.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 560.88, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 94", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p715.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p715.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.48 }, "text": "Summary for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p715.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 668.16, "r": 609.84, "b": 490.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 1, "flags": [ { "row": 0, "col": 0, "coverage": 0.56, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"…" } ] } }, "children": [ { "id": "p715.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.4, "t": 668.16, "r": 609.84, "b": 645.96 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\" Routed to Pond 38P : Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p715.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 1 }, { "id": "p715.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p715.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p715.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p715.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 469.98, "t": 623.76, "r": 609.84, "b": 601.56 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p715.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p715.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p715.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, 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"text": "Slope (ft/ft)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p715.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 511.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p715.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 74.639998, "t": 509.382452, "r": 89.475992, "b": 497.417872 }, "text": "0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p715.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 120.82405, "t": 509.382452, "r": 132.68142, "b": 497.417872 }, "text": "45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p715.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 203.160946, "t": 509.382452, "r": 223.893462, "b": 497.417872 }, "text": "2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p715.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 469.98, "t": 512.76, "r": 609.84, "b": 490.56 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 3 }, { "id": "p715.5", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p715.6", "order": 24, "type": "caption", "bbox": { "l": 254.64, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p715.7", "order": 25, "type": "figure", "bbox": { "l": 64.08, "t": 399.12, "r": 549.84, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p715.8", "order": 26, "type": "footnote", "bbox": { "l": 90.72, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 716, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, 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"text": "Hydrograph for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p716.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p716.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p716.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p716.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p716.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p716.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 717, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p717.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nas LLC Page 96", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p717.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p717.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.48 }, "text": "Summary for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p717.4", "order": 4, "type": "text", "bbox": { "l": 54, "t": 660, "r": 463.44, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 39P : Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p717.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 4 }, { "id": "p717.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p717.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p717.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p717.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p717.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p717.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p717.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p717.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p717.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p717.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p717.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p717.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p717.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p717.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p717.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p717.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p717.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p717.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p717.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p717.9", "order": 25, "type": "figure", "bbox": { "l": 64.08, "t": 398.88, "r": 544.8, "b": 141.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p717.10", "order": 26, "type": "footnote", "bbox": { "l": 90.72, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 718, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p718.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.96, "r": 561.36, "b": 709.44 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p718.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p718.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 97", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p718.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p718.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p718.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p718.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p718.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p718.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p718.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 719, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p719.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nas LLC Page 98", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p719.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p719.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p719.4", "order": 4, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 41P : Subsurface Basin Lot 9", "reading_order": 3 }, { "id": "p719.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 4 }, { "id": "p719.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p719.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p719.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p719.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p719.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p719.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p719.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p719.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p719.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p719.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p719.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p719.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p719.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p719.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p719.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p719.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p719.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p719.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.52, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p719.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p719.9", "order": 25, "type": "figure", "bbox": { "l": 63.84, "t": 399.84, "r": 551.28, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p719.10", "order": 26, "type": "footnote", "bbox": { "l": 90.48, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 720, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p720.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 99", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p720.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p720.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p720.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p720.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p720.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p720.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p720.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p720.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 721, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 17, "title": 1 }, "build_ms": 2, "items": [ { "id": "p721.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 560.88, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p721.2", "order": 2, "type": "header", "bbox": { "l": 454.32, "t": 738.48, "r": 561.6, "b": 699.6 }, "text": "YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 100", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p721.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p721.4", "order": 4, "type": "title", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p721.5", "order": 5, "type": "table", "bbox": { "l": 50.64, "t": 669.12, "r": 610.08, "b": 491.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 0, "col": 0, "coverage": 0.56, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"…" } ] } }, "children": [ { "id": "p721.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.64, "t": 669.12, "r": 610.08, "b": 643.7829 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\" Routed to Pond 43P : Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p721.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p721.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p721.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p721.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p721.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 386.304, "t": 618.4457, "r": 498.192, "b": 593.1086 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p721.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 498.192, "t": 618.4457, "r": 610.08, "b": 593.1086 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p721.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p721.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p721.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p721.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 386.304, "t": 593.1086, "r": 498.192, "b": 567.7714 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p721.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 498.192, "t": 593.1086, "r": 610.08, "b": 567.7714 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p721.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p721.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p721.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p721.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p721.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p721.6", "order": 23, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p721.7", "order": 24, "type": "caption", "bbox": { "l": 254.64, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p721.8", "order": 25, "type": "figure", "bbox": { "l": 64.08, "t": 398.64, "r": 549.12, "b": 141.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p721.9", "order": 26, "type": "footnote", "bbox": { "l": 90.48, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 722, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p722.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p722.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p722.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 558.96, "b": 698.88 }, "text": "Page 101", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p722.4", "order": 4, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 435.12, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p722.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p722.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p722.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p722.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p722.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p722.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 723, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p723.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 561.12, "b": 711.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p723.2", "order": 2, "type": "header", "bbox": { "l": 457.68, "t": 738.24, "r": 561.84, "b": 699.36 }, "text": "YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 102", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p723.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p723.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p723.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 4 }, { "id": "p723.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p723.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p723.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p723.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p723.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p723.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p723.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p723.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p723.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p723.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p723.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p723.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p723.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p723.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p723.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p723.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p723.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p723.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p723.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 422.88, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p723.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p723.10", "order": 26, "type": "figure", "bbox": { "l": 64.08, "t": 399.6, "r": 552.72, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p723.11", "order": 27, "type": "footnote", "bbox": { "l": 90.72, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 724, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p724.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p724.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 395.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p724.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 103", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p724.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p724.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p724.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p724.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p724.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p724.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p724.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 725, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p725.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 561.12, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nas LLC Page 104", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p725.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p725.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p725.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 463.44, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 50P : Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p725.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 4 }, { "id": "p725.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p725.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p725.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p725.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p725.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p725.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p725.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p725.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p725.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p725.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p725.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p725.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p725.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p725.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p725.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p725.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p725.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p725.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p725.8", "order": 24, "type": "caption", "bbox": { "l": 254.64, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p725.9", "order": 25, "type": "figure", "bbox": { "l": 63.84, "t": 399.12, "r": 546.24, "b": 141.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p725.10", "order": 26, "type": "footnote", "bbox": { "l": 90.72, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 726, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p726.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p726.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 392.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p726.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 105", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p726.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p726.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p726.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p726.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p726.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p726.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p726.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 727, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p727.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 560.88, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 106", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p727.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p727.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p727.4", "order": 4, "type": "text", "bbox": { "l": 54, "t": 660, "r": 463.44, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 52P : Subsurface Basin Lot 6", "reading_order": 3 }, { "id": "p727.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 4 }, { "id": "p727.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p727.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p727.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p727.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p727.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p727.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p727.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p727.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p727.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p727.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p727.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p727.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p727.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p727.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p727.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p727.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p727.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p727.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p727.8", "order": 24, "type": "figure", "bbox": { "l": 63.6, "t": 400.32, "r": 552.48, "b": 140.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p727.9", "order": 25, "type": "footnote", "bbox": { "l": 90.48, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 728, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p728.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p728.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p728.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 107", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p728.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p728.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p728.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p728.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p728.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p728.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p728.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 729, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p729.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.72, "r": 561.12, "b": 710.64 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p729.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p729.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 108", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p729.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p729.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 463.44, "b": 634.08 }, "text": "Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81\"\nRouted to Pond 56P : Subsurface Basin Lot 7", "reading_order": 4 }, { "id": "p729.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04\"", "reading_order": 5 }, { "id": "p729.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.76, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p729.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p729.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p729.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p729.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.76, "r": 559.44, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p729.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p729.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p729.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p729.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.28, "r": 559.44, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p729.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p729.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p729.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p729.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.8, "r": 559.44, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p729.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p729.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p729.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p729.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p729.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p729.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p729.10", "order": 26, "type": "figure", "bbox": { "l": 64.08, "t": 399.6, "r": 553.68, "b": 140.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.2\nRunoff\n0.19 0.18 cfs\n0.17 NOAA 24-hr D\n0.18\n0.15 2 YR-F Rainfall=4.04\"\n0.16\nRunoff Area=1,850 sf\n0.14\n0.13\nRunoff Volume=587 cf\n0.12\n(cfs)\n0.11\nRunoff Depth=3.81\"\n0.1\nFlow 0.09\n0.08 Flow Length=45'\n0.07\n0.06 Tc=0.4 min\n0.05\n0.04 CN=0/98\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p729.11", "order": 27, "type": "footnote", "bbox": { "l": 90.48, "t": 154.32, "r": 492.24, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 730, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p730.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p730.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p730.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 109", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p730.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p730.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p730.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p730.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.10\n0.21\n0.34\n0.52\n0.80\n1.94\n3.24\n3.52\n3.70\n3.83\n3.94\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04\n4.04", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p730.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p730.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.08\n0.18\n0.34\n0.60\n1.71\n3.01\n3.28\n3.46\n3.59\n3.71\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81\n3.81", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p730.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 731, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p731.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.68, "r": 566.4, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nC Page 110", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p731.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p731.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.2, "b": 672.72 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p731.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 663.12, "r": 547.2, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.03 cfs @ 11.78 hrs, Volume= 587 cf, Atten= 82%, Lag= 0.0 min\nDiscarded = 0.03 cfs @ 11.78 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.51' @ 12.40 hrs Surf.Area= 0.013 ac Storage= 0.003 af\n\nPlug-Flow detention time= 16.5 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 16.5 min (764.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p731.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 529.44, "r": 557.76, "b": 424.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p731.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p731.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p731.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p731.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p731.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p731.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "91.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p731.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.008 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p731.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 404.37553, "b": 501.137889 }, "text": "10.06'W x 57.33'L x 2.17'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p731.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 431.34, "t": 477, "r": 557.76, "b": 450.78 }, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p731.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p731.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "91.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p731.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.006 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p731.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 12 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p731.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p731.7", "order": 20, "type": "table", "bbox": { "l": 49.92, "t": 383.28, "r": 558.96, "b": 310.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=91.02' (Free Discharge)" } ] } }, "children": [ { "id": "p731.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p731.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p731.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p731.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p731.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p731.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.03 cfs @ 11.78 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p731.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.7, "t": 347.04, "r": 558.96, "b": 328.92 }, "text": "HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p731.8", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 291.6, "r": 556.56, "b": 216.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p731.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p731.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p731.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.014 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 732, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p732.1", "order": 1, "type": "header", "bbox": { "l": 366.96, "t": 739.2, "r": 560.4, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 111", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p732.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 395.28, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p732.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p732.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 663.84, "r": 554.4, "b": 320.64 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p732.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p732.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 733, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p733.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 560.88, "b": 709.44 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p733.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p733.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 112", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p733.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.36, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p733.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 669.12, "r": 551.76, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=91.51'\n0.14 Storage=0.003 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.08\n0.07\n0.06\n0.05\n0.03 cfs\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p733.6", "order": 6, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 405.36, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p733.7", "order": 7, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p733.8", "order": 8, "type": "figure", "bbox": { "l": 63.12, "t": 358.08, "r": 486.48, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p733.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.56, "r": 547.2, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p733.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498, "t": 340.56, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p733.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 734, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p734.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 560.64, "b": 711.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p734.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p734.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 113", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p734.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.36, "r": 405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p734.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p734.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 663.36, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 735, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p735.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p735.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 403.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p735.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 114", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p735.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 440.88, "b": 672.96 }, "text": "Hydrograph for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p735.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p735.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p735.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p735.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p735.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.18\n91.04\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p735.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 736, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p736.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p736.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 403.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p736.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 115", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p736.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.12, "b": 673.2 }, "text": "Stage-Discharge for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p736.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 662.4, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p736.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n91.00\n91.02\n91.04\n91.06\n91.08\n91.10\n91.12\n91.14\n91.16\n91.18\n91.20\n91.22\n91.24\n91.26\n91.28\n91.30\n91.32\n91.34\n91.36\n91.38\n91.40\n91.42\n91.44\n91.46\n91.48\n91.50\n91.52\n91.54\n91.56\n91.58\n91.60\n91.62\n91.64\n91.66\n91.68\n91.70\n91.72\n91.74\n91.76\n91.78\n91.80\n91.82\n91.84\n91.86\n91.88\n91.90\n91.92\n91.94\n91.96\n91.98\n92.00\n92.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p736.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p736.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02\n93.04\n93.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p736.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p736.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p736.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n93.08\n93.10\n93.12\n93.14\n93.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p736.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 737, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p737.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 561.6, "b": 711.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p737.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p737.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 116", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p737.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 461.76, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1", "reading_order": 3 }, { "id": "p737.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.48, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p737.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p737.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p737.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.008\n0.008\n0.009\n0.009\n0.010\n0.010\n0.010\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012\n0.013\n0.013\n0.013\n0.013\n0.014\n0.014\n0.014\n0.014", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 738, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p738.1", "order": 1, "type": "header", "bbox": { "l": 350.16, "t": 740.16, "r": 566.88, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 117", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p738.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p738.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.48 }, "text": "Summary for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p738.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 662.88, "r": 544.56, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 1.6 min (749.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p738.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p738.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p738.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p738.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p738.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p738.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p738.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p738.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p738.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 430.56, "t": 493.76, "r": 556.56, "b": 458.08 }, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p738.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p738.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p738.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p738.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 4 }, { "id": "p738.6", "order": 18, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p738.7", "order": 19, "type": "table", "bbox": { "l": 49.68, "t": 382.8, "r": 558.48, "b": 312 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.03' (Free Discharge)" } ] } }, "children": [ { "id": "p738.7.1", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p738.7.2", "order": 21, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p738.7.3", "order": 22, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p738.7.4", "order": 23, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p738.7.5", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p738.7.6", "order": 25, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.94 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p738.7.7", "order": 26, "type": "table_cell", "bbox": { "l": 431.28, "t": 347.4, "r": 558.48, "b": 329.7 }, "text": "HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p738.8", "order": 27, "type": "table", "bbox": { "l": 57.12, "t": 289.44, "r": 557.04, "b": 216 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p738.8.1", "order": 28, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p738.8.2", "order": 29, "type": "table_cell", "bbox": { "l": 57.12, "t": 252.72, "r": 307.08, "b": 216 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p738.8.3", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p738.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 739, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p739.1", "order": 1, "type": "header", "bbox": { "l": 366.96, "t": 739.2, "r": 560.64, "b": 699.84 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 118", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p739.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.32, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p739.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p739.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.32, "r": 555.36, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p739.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p739.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 740, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p740.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.88, "b": 709.2 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p740.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 394.32, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p740.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 119", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p740.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p740.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 671.04, "r": 551.52, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=94.33'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\n0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p740.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p740.7", "order": 7, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p740.8", "order": 8, "type": "figure", "bbox": { "l": 63.36, "t": 358.08, "r": 486.72, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p740.9", "order": 9, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p740.9.1", "order": 10, "type": "form_field", "bbox": { "l": 497.76, "t": 340.56, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p740.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 741, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p741.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 560.88, "b": 702.96 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 120", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p741.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p741.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 120", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p741.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p741.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p741.6", "order": 6, "type": "figure", "bbox": { "l": 63.6, "t": 658.8, "r": 501.12, "b": 408.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p741.7", "order": 7, "type": "footnote", "bbox": { "l": 81.36, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p741.8", "order": 8, "type": "footnote", "bbox": { "l": 506.64, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 742, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p742.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p742.2", "order": 2, "type": 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"order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p742.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p742.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p742.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.07\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p742.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 743, "width": 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"Page 122", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p743.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.6, "b": 673.2 }, "text": "Stage-Discharge for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p743.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.16, "r": 284.16, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p743.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p743.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p743.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p743.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p743.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p743.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p743.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 744, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 6, "items": [ { "id": "p744.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 561.36, "b": 709.92 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p744.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 392.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p744.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 123", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p744.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 3 }, { "id": "p744.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p744.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p744.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p744.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, 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}, "level": 2, "reading_order": 1 }, { "id": "p745.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 558.72, "b": 699.12 }, "text": "Page 124", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p745.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p745.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 663.6, "r": 543.6, "b": 536.16 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 62%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.36' @ 12.13 hrs Surf.Area= 0.009 ac Storage= 0.001 af\n\nPlug-Flow detention time= 2.5 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 2.5 min (750.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p745.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 49.33'L x 2.17'H Field A\\n0.019 af Overall - 0.005…" } ] } }, "children": [ { "id": "p745.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p745.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p745.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p745.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p745.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p745.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p745.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p745.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 493.92, "r": 556.56, "b": 458.4 }, "text": "7.65'W x 49.33'L x 2.17'H Field A\\n0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p745.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p745.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p745.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p745.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p745.7", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p745.8", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 382.56, "r": 559.2, "b": 310.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p745.8.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p745.8.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p745.8.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p745.8.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p745.8.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p745.8.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.93 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p745.8.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.76, "t": 346.32, "r": 559.2, "b": 328.2 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p745.9", "order": 28, "type": "table", "bbox": { "l": 56.64, "t": 293.52, "r": 556.32, "b": 217.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p745.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p745.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p745.10", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 746, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p746.1", "order": 1, "type": "header", "bbox": { "l": 366.96, "t": 739.2, "r": 560.4, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 125", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p746.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 394.08, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p746.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p746.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.8, "r": 553.92, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p746.5", "order": 5, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p746.6", "order": 6, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 747, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, 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205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p747.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 670.56, "r": 551.52, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=93.36'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.08 0.07 cfs\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p747.6", "order": 6, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p747.7", "order": 7, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p747.8", "order": 8, "type": "figure", "bbox": { "l": 62.64, "t": 358.56, "r": 487.92, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p747.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p747.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": 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"reading_order": 1 }, { "id": "p748.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 127", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p748.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.32, "b": 673.44 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p748.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p748.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 660.48, "r": 552.24, "b": 412.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 5 }, { "id": "p748.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 749, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p749.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p749.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 402.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p749.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 128", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p749.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p749.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p749.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p749.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p749.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p749.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.09\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p749.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.07\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 750, "width": 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"Page 129", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p750.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p750.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p750.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p750.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p750.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p750.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p750.6", "order": 10, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p750.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p750.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 751, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p751.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 561.36, "b": 707.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p751.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p751.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 130", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p751.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p751.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p751.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p751.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p751.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 752, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 21, "text": 2 }, "build_ms": 4, "items": [ { "id": "p752.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 560.88, "b": 713.76 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p752.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p752.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 558.72, "b": 698.88 }, "text": "Page 131", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p752.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p752.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 663.12, "r": 544.32, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 62%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.37' @ 12.13 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 2.5 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 2.5 min (750.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p752.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 48.33'L x 2.17'H Field A\\n0.018 af Overall - 0.005…" } ] } }, "children": [ { "id": "p752.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p752.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p752.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p752.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p752.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p752.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p752.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p752.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 493.92, "r": 556.56, "b": 458.4 }, "text": "7.65'W x 48.33'L x 2.17'H Field A\\n0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p752.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p752.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p752.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p752.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p752.7", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p752.8", "order": 20, "type": "table", "bbox": { "l": 49.68, "t": 382.8, "r": 559.2, "b": 310.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p752.8.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p752.8.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p752.8.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p752.8.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p752.8.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p752.8.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.93 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p752.8.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.82, "t": 346.56, "r": 559.2, "b": 328.44 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p752.9", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 291.6, "r": 556.8, "b": 217.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p752.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p752.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p752.10", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 753, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p753.1", "order": 1, "type": "header", "bbox": { "l": 367.44, "t": 739.2, "r": 560.16, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 132", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p753.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 401.28, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p753.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p753.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 666.24, "r": 554.88, "b": 319.2 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage\n6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement\n\n800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage\n\nChamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17'\n\n6 Chambers\n29.7 cy Field\n21.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p753.5", "order": 5, "type": "figure", "bbox": { "l": 288.24, "t": 310.8, "r": 324.24, "b": 86.4 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p753.6", "order": 6, "type": "text", "bbox": { "l": 288.48, "t": 65.28, "r": 324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 754, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 3 }, "build_ms": 0, "items": [ { "id": "p754.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 560.88, "b": 706.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p754.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p754.3", "order": 3, "type": "header", "bbox": { "l": 511.2, "t": 711.36, "r": 559.2, "b": 698.88 }, "text": "Page 133", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p754.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p754.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 668.64, "r": 551.76, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=93.37'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.08 0.07 cfs\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p754.6", "order": 6, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p754.7", "order": 7, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p754.8", "order": 8, "type": "figure", "bbox": { "l": 62.64, "t": 358.32, "r": 487.92, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p754.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p754.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p754.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 755, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p755.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 560.88, "b": 704.64 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p755.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p755.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 134", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p755.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p755.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p755.6", "order": 6, "type": "figure", "bbox": { "l": 61.2, "t": 663.36, "r": 553.2, "b": 406.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009" }, "reading_order": 5 }, { "id": "p755.7", "order": 7, "type": "footnote", "bbox": { "l": 78.72, "t": 417.84, "r": 478.08, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 756, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p756.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p756.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 405.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p756.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 135", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p756.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p756.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p756.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p756.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p756.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p756.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.09\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p756.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.07\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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"order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 136", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p757.4", "order": 4, "type": "caption", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p757.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p757.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p757.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p757.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p757.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p757.6", "order": 10, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p757.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p757.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 758, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p758.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 739.2, "r": 561.6, "b": 709.68 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p758.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p758.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.44, "b": 698.88 }, "text": "Page 137", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p758.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 3 }, { "id": "p758.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p758.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p758.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p758.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 759, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 2 }, "build_ms": 4, "items": [ { "id": "p759.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p759.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 390.96, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p759.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 558.96, "b": 699.12 }, "text": "Page 138", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p759.4", "order": 4, "type": "heading", "bbox": { "l": 163.2, "t": 687.6, "r": 449.04, "b": 672.72 }, "text": "Summary for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p759.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 662.88, "r": 549.36, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 1.6 min (749.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p759.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p759.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p759.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p759.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p759.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p759.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p759.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p759.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p759.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 493.76, "r": 556.56, "b": 458.08 }, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p759.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p759.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p759.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p759.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p759.7", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p759.8", "order": 20, "type": "table", "bbox": { "l": 49.68, "t": 382.56, "r": 558.48, "b": 311.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=92.03' (Free Discharge)" } ] } }, "children": [ { "id": "p759.8.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p759.8.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p759.8.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p759.8.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p759.8.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p759.8.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.94 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p759.8.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.28, "t": 347.04, "r": 558.48, "b": 329.28 }, "text": "HW=92.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p759.9", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 290.4, "r": 557.52, "b": 216.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p759.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p759.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 56.88, "t": 253.44, "r": 307.2, "b": 216.48 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p759.9.3", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p759.10", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 760, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p760.1", "order": 1, "type": "header", "bbox": { "l": 366.72, "t": 739.2, "r": 560.4, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 139", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p760.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.76, "r": 398.16, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p760.3", "order": 3, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p760.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.56, "r": 554.4, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p760.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 310.8, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p760.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.48, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 761, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 3, "figure": 3, "footnote": 1, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p761.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 560.88, "b": 706.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p761.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p761.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 140", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p761.4", "order": 4, "type": "caption", "bbox": { "l": 202.08, "t": 687.6, "r": 409.44, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p761.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 670.32, "r": 551.76, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=92.33'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\n0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p761.6", "order": 6, "type": "caption", "bbox": { "l": 201.36, "t": 381.84, "r": 409.44, "b": 367.92 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p761.7", "order": 7, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p761.8", "order": 8, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.96, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p761.9", "order": 9, "type": "figure", "bbox": { "l": 499.68, "t": 342.48, "r": 552.48, "b": 101.28 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Discarded" }, "reading_order": 8 }, { "id": "p761.10", "order": 10, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p761.10.1", "order": 11, "type": "form_field", "bbox": { "l": 497.76, "t": 340.56, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p761.10", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 9 } ] }, { "document_id": 12617, "page": 762, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p762.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 560.88, "b": 710.64 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p762.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 401.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p762.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 558.72, "b": 699.36 }, "text": "Page 141", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p762.4", "order": 4, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p762.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p762.6", "order": 6, "type": "figure", "bbox": { "l": 64.8, "t": 658.8, "r": 502.56, "b": 407.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n94\n(feet)\nElevation\n93\nADS N-12 15\"\nField A\n92\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p762.7", "order": 7, "type": "footnote", "bbox": { "l": 81.36, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p762.8", "order": 8, "type": "footnote", "bbox": { "l": 506.64, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 763, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p763.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p763.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 403.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p763.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 142", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p763.4", "order": 4, "type": "caption", "bbox": { "l": 167.76, "t": 687.6, "r": 445.2, "b": 672.96 }, "text": "Hydrograph for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p763.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p763.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p763.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p763.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p763.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.07\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"bbox": { "l": 365.76, "t": 739.2, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p764.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 399.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p764.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 143", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p764.4", "order": 4, "type": "heading", "bbox": { "l": 154.56, "t": 687.6, "r": 457.2, "b": 673.2 }, "text": "Stage-Discharge for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p764.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.4, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p764.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p764.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p764.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p764.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p764.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p764.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p764.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"p765.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 558.96, "b": 699.12 }, "text": "Page 144", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p765.4", "order": 4, "type": "text", "bbox": { "l": 147.12, "t": 687.6, "r": 465.12, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10", "reading_order": 3 }, { "id": "p765.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p765.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p765.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p765.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 766, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 21, "text": 2 }, "build_ms": 4, "items": [ { "id": "p766.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 738.96, "r": 560.64, "b": 713.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p766.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738, "r": 392.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p766.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 145", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p766.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p766.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 662.88, "r": 548.4, "b": 536.4 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.05 cfs @ 11.86 hrs, Volume= 587 cf, Atten=74%, Lag=0.0 min\nDiscarded = 0.05 cfs @ 11.86 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.44' @ 12.22 hrs Surf.Area= 0.011 ac Storage= 0.002 af\n\nPlug-Flow detention time= 7.3 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 7.3 min (755.7 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p766.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.32, "b": 423.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" } ] } }, "children": [ { "id": "p766.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p766.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p766.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p766.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p766.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p766.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p766.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p766.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.38, "t": 493.84, "r": 556.32, "b": 458.48 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p766.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p766.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p766.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p766.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p766.7", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p766.8", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 382.56, "r": 558.96, "b": 307.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p766.8.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p766.8.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p766.8.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p766.8.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p766.8.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p766.8.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.86 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p766.8.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.58, "t": 345, "r": 558.96, "b": 326.22 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p766.9", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 291.36, "r": 557.04, "b": 215.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p766.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p766.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p766.10", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.8, "b": 414 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 767, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p767.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.44, "r": 560.64, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 146", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p767.2", "order": 2, "type": "header", "bbox": { "l": 55.68, "t": 738, "r": 424.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-h\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p767.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p767.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.56, "r": 537.12, "b": 363.12 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p767.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p767.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 768, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p768.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 560.88, "b": 707.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p768.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p768.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 147", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p768.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.72 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p768.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 668.4, "r": 550.56, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=93.44'\n0.14 Storage=0.002 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.08\n0.07\n0.06 0.05 cfs\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p768.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p768.7", "order": 7, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p768.8", "order": 8, "type": "figure", "bbox": { "l": 62.4, "t": 356.64, "r": 488.64, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p768.9", "order": 9, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p768.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p768.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 769, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p769.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 738.96, "r": 560.88, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p769.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p769.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 148", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p769.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p769.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p769.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 770, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p770.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p770.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 405.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p770.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 149", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p770.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p770.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p770.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p770.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p770.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p770.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.14\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p770.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 771, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p771.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p771.2", "order": 2, "type": "header", "bbox": { "l": 448.32, "t": 739.2, "r": 562.8, "b": 699.12 }, "text": "2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 150", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p771.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 400.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p771.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p771.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p771.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p771.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p771.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p771.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p771.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p771.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p771.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 772, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p772.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 561.6, "b": 710.64 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p772.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p772.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 558.96, "b": 698.88 }, "text": "Page 151", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p772.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 3 }, { "id": "p772.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p772.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p772.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p772.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 773, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p773.1", "order": 1, "type": "header", "bbox": { "l": 366.24, "t": 739.2, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 152", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p773.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 391.44, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p773.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p773.4", "order": 4, "type": "text", "bbox": { "l": 51.36, "t": 662.88, "r": 547.2, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.05 cfs @ 11.86 hrs, Volume= 587 cf, Atten=74%, Lag=0.0 min\nDiscarded = 0.05 cfs @ 11.86 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.44' @ 12.22 hrs Surf.Area= 0.011 ac Storage= 0.002 af\n\nPlug-Flow detention time= 7.3 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 7.3 min (755.7 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p773.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 529.2, "r": 556.32, "b": 423.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p773.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p773.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p773.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p773.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p773.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p773.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p773.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p773.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p773.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.32, "t": 476.16, "r": 556.32, "b": 449.64 }, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p773.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p773.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p773.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p773.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p773.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p773.7", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 382.8, "r": 558.72, "b": 307.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p773.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p773.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p773.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p773.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p773.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p773.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.86 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p773.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.4, "t": 345, "r": 558.72, "b": 326.1 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p773.8", "order": 28, "type": "table", "bbox": { "l": 56.88, "t": 291.36, "r": 557.28, "b": 215.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p773.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p773.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p773.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 774, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p774.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.44, "r": 560.4, "b": 699.36 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nas LLC Page 153", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p774.2", "order": 2, "type": "header", "bbox": { "l": 55.92, "t": 738, "r": 426, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-h\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p774.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p774.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.32, "r": 537.12, "b": 363.12 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p774.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p774.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 775, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, 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{ "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=93.44'\n0.14 Storage=0.002 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.08\n0.07\n0.06 0.05 cfs\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p775.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p775.6", "order": 6, "type": "caption", "bbox": { "l": 239.28, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p775.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 356.64, "r": 488.88, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p775.8", "order": 8, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p775.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p775.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 776, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, 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"text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p776.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p776.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 777, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p777.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p777.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 402.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p777.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 156", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p777.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p777.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p777.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p777.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.11\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p777.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p777.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.14\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p777.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 778, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p778.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p778.2", "order": 2, "type": "header", "bbox": { "l": 446.88, "t": 739.2, "r": 563.04, "b": 699.12 }, "text": "2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\nPage 157", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p778.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.24, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p778.4", "order": 4, "type": "heading", "bbox": { "l": 158.64, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p778.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 283.92, "b": 58.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p778.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p778.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p778.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p778.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p778.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p778.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p778.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 779, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p779.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 561.6, "b": 711.12 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p779.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p779.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 158", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p779.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p779.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p779.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p779.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p779.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 780, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 23, "text": 2 }, "build_ms": 4, "items": [ { "id": "p780.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.44, "r": 560.88, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p780.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p780.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 159", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p780.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p780.5", "order": 5, "type": "text", "bbox": { "l": 51.12, "t": 662.88, "r": 543.6, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 61%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.37' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 2.3 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 2.3 min (750.6 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p780.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p780.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p780.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p780.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p780.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p780.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p780.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p780.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p780.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p780.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p780.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p780.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p780.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p780.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p780.7", "order": 20, "type": "heading", "bbox": { "l": 67.44, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p780.8", "order": 21, "type": "table", "bbox": { "l": 49.44, "t": 382.8, "r": 558.72, "b": 311.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p780.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p780.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p780.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p780.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p780.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p780.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.93 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p780.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.4, "t": 346.92, "r": 558.72, "b": 328.98 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p780.9", "order": 29, "type": "table", "bbox": { "l": 56.4, "t": 289.92, "r": 557.04, "b": 216.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p780.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p780.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 56.4, "t": 253.32, "r": 306.72, "b": 216.72 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p780.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p780.10", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 781, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p781.1", "order": 1, "type": "header", "bbox": { "l": 367.2, "t": 739.2, "r": 560.16, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 160", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p781.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 393.12, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p781.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p781.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 665.28, "r": 554.4, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage\n6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement\n\n784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage\n\nChamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17'\n\n6 Chambers\n29.0 cy Field\n20.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p781.5", "order": 5, "type": "figure", "bbox": { "l": 286.08, "t": 311.04, "r": 323.52, "b": 85.68 }, "text": "", "attrs": { 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Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p782.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 558.72, "b": 698.88 }, "text": "Page 161", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p782.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p782.5", "order": 5, "type": "figure", "bbox": { "l": 63.6, "t": 670.8, "r": 552.48, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=93.37'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\nFlow 0.09\n0.07 cfs\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p782.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p782.7", "order": 7, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p782.8", "order": 8, "type": "figure", "bbox": { "l": 62.64, "t": 358.08, "r": 487.44, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p782.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p782.9.1", "order": 10, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p782.9", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 783, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p783.1", "order": 1, "type": "header", "bbox": { "l": 365.28, "t": 738.96, "r": 561.12, "b": 705.12 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p783.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p783.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 162", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p783.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p783.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p783.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 660.48, "r": 551.76, "b": 407.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p783.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.92, "b": 401.04 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 784, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p784.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p784.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 398.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p784.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 163", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p784.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p784.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p784.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": 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(acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p784.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.09\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p784.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.07\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 785, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p785.1", "order": 1, "type": "header", "bbox": { "l": 365.52, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p785.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.24, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p785.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 558.96, "b": 699.12 }, "text": "Page 164", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p785.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p785.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p785.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p785.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p785.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p785.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p785.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p785.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p785.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 786, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p786.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 738.96, "r": 561.36, "b": 706.56 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p786.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p786.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 165", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p786.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 3 }, { "id": "p786.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p786.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p786.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p786.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 787, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 26, "text": 2 }, "build_ms": 5, "items": [ { "id": "p787.1", "order": 1, "type": "header", "bbox": { "l": 366, "t": 739.2, "r": 560.64, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p787.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p787.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 559.2, "b": 698.88 }, "text": "Page 166", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p787.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p787.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 663.12, "r": 546.24, "b": 536.4 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81\" for 2 YR-F event\nInflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf\nOutflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af\n\nPlug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow)\nCenter-of-Mass det. time= 1.6 min (749.9 - 748.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p787.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p787.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p787.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p787.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p787.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p787.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p787.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p787.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p787.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p787.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p787.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p787.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p787.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p787.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p787.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p787.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p787.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p787.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 5 }, { "id": "p787.7", "order": 24, "type": "heading", "bbox": { "l": 67.44, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p787.8", "order": 25, "type": "table", "bbox": { "l": 49.68, "t": 382.8, "r": 558.72, "b": 311.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.03' (Free Discharge)" } ] } }, "children": [ { "id": "p787.8.1", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p787.8.2", "order": 27, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p787.8.3", "order": 28, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p787.8.4", "order": 29, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p787.8.5", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p787.8.6", "order": 31, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.94 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p787.8.7", "order": 32, "type": "table_cell", "bbox": { "l": 431.46, "t": 346.92, "r": 558.72, "b": 328.98 }, "text": "HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p787.9", "order": 33, "type": "table", "bbox": { "l": 57.36, "t": 290.64, "r": 556.08, "b": 216.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p787.9.1", "order": 34, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p787.9.2", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p787.10", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 788, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p788.1", "order": 1, "type": "header", "bbox": { "l": 367.2, "t": 739.2, "r": 560.64, "b": 699.6 }, "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 10/24/2025\ns LLC Page 167", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p788.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 391.44, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p788.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p788.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.8, "r": 554.16, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p788.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p788.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { 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}, { "id": "p789.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 168", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p789.4", "order": 4, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p789.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 671.04, "r": 551.52, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.2 0.18 cfs Discarded\n0.19\n0.18 Inflow Area=1,850 sf\n0.17\n0.16 Peak Elev=94.33'\n0.14 Storage=0.001 af\n0.15\n0.13\n0.12\n(cfs) 0.11\n0.1\n0.09 0.08 cfs\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p789.6", "order": 6, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p789.7", "order": 7, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p789.8", "order": 8, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.72, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 7 }, { "id": "p789.9", "order": 9, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": 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"type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p790.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 169", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p790.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p790.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p790.6", "order": 6, "type": "figure", "bbox": { "l": 64.08, "t": 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"order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p793.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p793.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p793.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 794, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "header": 2, "table": 1, "table_cell": 33 }, "build_ms": 7, "items": [ { "id": "p794.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 561.6, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 173", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p794.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p794.3", "order": 3, "type": "table", "bbox": { "l": 51.12, "t": 687.102457, "r": 562.08, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 3, "integrity": { "cells_checked": 33, "cells_flagged": 0 } }, "children": [ { "id": "p794.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 107.520001, "t": 687.102457, "r": 504.19892, "b": 651.137877 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p794.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p794.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 268.020976, "t": 567.046244, "r": 557.730971, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p794.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p794.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 268.020976, "t": 531.046244, "r": 557.730971, "b": 508.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p794.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 54, "t": 566.9824659999999, "r": 205.131515, "b": 555.017886 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p794.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 268.020976, "t": 495.046244, "r": 557.730971, "b": 472.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p794.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p794.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 268.020976, "t": 459.046244, "r": 557.730971, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 8 }, { "id": "p794.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p794.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 268.020976, "t": 423.046244, "r": 557.730971, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 10 }, { "id": "p794.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p794.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 268.020976, "t": 387.046221, "r": 557.730971, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p794.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p794.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 268.020976, "t": 351.046221, "r": 557.730971, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p794.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p794.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 268.020976, "t": 603.046244, "r": 557.730971, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p794.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p794.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 268.020976, "t": 639.046244, "r": 557.730971, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p794.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p794.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 290.879997, "t": 315.046221, "r": 557.47852, "b": 304.038834 }, "text": "Peak Elev=91.75' Storage=0.004 af Inflow=0.24 cfs 793 cf Outflow=0.03 cfs 793 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p794.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p794.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 290.879997, "t": 279.04622099999995, "r": 557.47852, "b": 268.03883399999995 }, "text": "Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 22 }, { "id": "p794.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p794.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 290.879997, "t": 243.04622099999995, "r": 557.47852, "b": 232.03883399999995 }, "text": "Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p794.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p794.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 290.879997, "t": 207.04622099999995, "r": 557.47852, "b": 196.03883399999995 }, "text": "Peak Elev=93.66' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p794.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p794.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 290.879997, "t": 171.04622099999995, "r": 557.47852, "b": 160.03883399999995 }, "text": "Peak Elev=92.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p794.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p794.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 290.879997, "t": 99.04622099999995, "r": 557.47852, "b": 88.03883399999995 }, "text": "Peak Elev=93.69' Storage=0.003 af Inflow=0.24 cfs 793 cf Outflow=0.05 cfs 793 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p794.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p794.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 290.879997, "t": 135.04622099999995, "r": 557.47852, "b": 124.03883399999995 }, "text": "Peak Elev=93.69' Storage=0.003 af Inflow=0.24 cfs 793 cf Outflow=0.05 cfs 793 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 795, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 1, "text": 6 }, "build_ms": 0, "items": [ { "id": "p795.1", "order": 1, "type": "header", "bbox": { "l": 50.64, "t": 738.24, "r": 561.84, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 174", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p795.2", "order": 2, "type": "text", "bbox": { "l": 51.36, "t": 688.32, "r": 225.84, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "reading_order": 1 }, { "id": "p795.3", "order": 3, "type": "text", "bbox": { "l": 51.36, "t": 651.84, "r": 225.84, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf\nOutflow=0.07 cfs 793 cf", "reading_order": 2 }, { "id": "p795.4", "order": 4, "type": "text", "bbox": { "l": 288, "t": 688.8, "r": 560.4, "b": 662.64 }, "text": "Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf", "reading_order": 3 }, { "id": "p795.5", "order": 5, "type": "text", "bbox": { "l": 288, "t": 653.04, "r": 560.64, "b": 626.16 }, "text": "Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf", "reading_order": 4 }, { "id": "p795.6", "order": 6, "type": "text", "bbox": { "l": 125.76, "t": 616.32, "r": 274.08, "b": 592.08 }, "text": "Total Runoff Area = 16,650 sf\nPeak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf\nOutflow=0.08 cfs 793 cf", "reading_order": 5 }, { "id": "p795.7", "order": 7, "type": "text", "bbox": { "l": 278.4, "t": 616.08, "r": 561.6, "b": 589.92 }, "text": "Runoff Volume = 7,135 cf Average Runoff Depth = 5.14\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 6 } ] }, { "document_id": 12617, "page": 796, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p796.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p796.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p796.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 175", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p796.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p796.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 37P : Subsurface Basin Lot 1", "reading_order": 4 }, { "id": "p796.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p796.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p796.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p796.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p796.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p796.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p796.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p796.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p796.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p796.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p796.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p796.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p796.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p796.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p796.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p796.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p796.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p796.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p796.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.28, "b": 408.24 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p796.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 401.04, "r": 551.28, "b": 139.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p796.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 797, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", 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"p797.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.28, "b": 672.72 }, "text": "Hydrograph for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p797.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p797.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p797.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p797.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p797.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p797.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 798, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p798.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p798.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p798.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 177", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p798.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p798.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 38P : Subsurface Basin Lot 8", "reading_order": 4 }, { "id": "p798.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p798.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p798.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p798.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p798.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p798.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p798.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p798.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p798.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p798.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p798.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p798.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p798.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p798.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p798.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p798.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p800.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p800.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p800.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p800.7.3", 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"rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p800.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p800.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p800.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p800.9", "order": 25, 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"level": 2, "reading_order": 2 }, { "id": "p801.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p801.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p801.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p801.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p801.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p801.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p801.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 802, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p802.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p802.2", "order": 2, "type": "header", "bbox": { "l": 463.2, "t": 737.76, "r": 561.36, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 181", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p802.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p802.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p802.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 41P : Subsurface Basin Lot 9", "reading_order": 4 }, { "id": "p802.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p802.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p802.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p802.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p802.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p802.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p802.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p802.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p802.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p802.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p802.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p802.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p802.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p802.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p802.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p802.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p802.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p802.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p802.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.52, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p802.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 401.52, "r": 551.28, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p802.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 803, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p803.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p803.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p803.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 182", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p803.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p803.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p803.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p803.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p803.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p803.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p803.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 804, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p804.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p804.2", "order": 2, "type": "header", "bbox": { "l": 463.68, "t": 737.52, "r": 561.6, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 183", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p804.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 390.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p804.4", "order": 4, "type": "title", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p804.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 43P : Subsurface Basin Lot 10", "reading_order": 4 }, { "id": "p804.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p804.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p804.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p804.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p804.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p804.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p804.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p804.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p804.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p804.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p804.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p804.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p804.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p804.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p804.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p804.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p804.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p804.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p804.8", "order": 24, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p804.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 400.32, "r": 551.52, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p804.10", "order": 26, "type": "footnote", "bbox": { "l": 88.8, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 805, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p805.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p805.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p805.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 184", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p805.4", "order": 4, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 435.12, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p805.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p805.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p805.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p805.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p805.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p805.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 806, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p806.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p806.2", "order": 2, "type": "header", "bbox": { "l": 460.32, "t": 738, "r": 561.6, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 185", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p806.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p806.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p806.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 4 }, { "id": "p806.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p806.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p806.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p806.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p806.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p806.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p806.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p806.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p806.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p806.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p806.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p806.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p806.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p806.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p806.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p806.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p806.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p806.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p806.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p806.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 401.04, "r": 551.52, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p806.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 807, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p807.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p807.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 402.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p807.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 186", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p807.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p807.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p807.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p807.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p807.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p807.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p807.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 808, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p808.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p808.2", "order": 2, "type": "header", "bbox": { "l": 459.84, "t": 738.24, "r": 561.6, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 187", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p808.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p808.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p808.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 50P : Subsurface Basin Lot 4", "reading_order": 4 }, { "id": "p808.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p808.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p808.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p808.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p808.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p808.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p808.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p808.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p808.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p808.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p808.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p808.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p808.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p808.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p808.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p808.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p808.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p808.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p808.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p808.9", "order": 25, "type": "figure", "bbox": { "l": 63.6, "t": 401.28, "r": 551.28, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p808.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 809, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p809.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p809.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 403.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p809.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 188", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p809.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p809.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p809.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p809.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p809.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p809.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p809.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 810, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p810.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p810.2", "order": 2, "type": "header", "bbox": { "l": 460.56, "t": 738, "r": 562.08, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 189", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p810.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p810.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p810.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 52P : Subsurface Basin Lot 6", "reading_order": 4 }, { "id": "p810.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p810.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p810.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p810.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p810.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p810.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p810.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p810.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p810.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p810.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p810.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p810.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p810.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p810.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p810.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p810.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p810.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p810.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p810.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p810.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 401.52, "r": 551.52, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p810.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 811, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p811.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p811.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 403.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p811.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 190", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p811.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.72 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p811.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p811.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p811.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p811.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p811.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p811.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 812, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p812.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 560.88, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p812.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p812.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 558.72, "b": 699.12 }, "text": "Page 191", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p812.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p812.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 56P : Subsurface Basin Lot 7", "reading_order": 4 }, { "id": "p812.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p812.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p812.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p812.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p812.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p812.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p812.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p812.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p812.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p812.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p812.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p812.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p812.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p812.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p812.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p812.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p812.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p812.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p812.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p812.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 401.28, "r": 551.28, "b": 139.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\nNOAA 24-hr D\n0.24\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p812.10", "order": 26, "type": "footnote", "bbox": { "l": 89.04, "t": 154.32, "r": 492.48, "b": 135.36 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 813, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p813.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p813.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p813.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 192", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p813.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.72 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p813.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p813.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p813.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p813.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p813.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p813.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 814, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p814.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 193", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p814.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 738, "r": 390.48, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p814.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.2, "b": 672.72 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p814.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 663.36, "r": 546.48, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.03 cfs @ 11.61 hrs, Volume= 793 cf, Atten= 86%, Lag= 0.0 min\nDiscarded = 0.03 cfs @ 11.61 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.75' @ 12.52 hrs Surf.Area= 0.013 ac Storage= 0.004 af\n\nPlug-Flow detention time= 30.6 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 30.5 min (773.6 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p814.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 529.44, "r": 557.76, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p814.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p814.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p814.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p814.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p814.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p814.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "91.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p814.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.008 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p814.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 404.37553, "b": 501.137889 }, "text": "10.06'W x 57.33'L x 2.17'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p814.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 431.34, "t": 476.88, "r": 557.76, "b": 450.6 }, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p814.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p814.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "91.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p814.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.006 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p814.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 12 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p814.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p814.7", "order": 20, "type": "table", "bbox": { "l": 49.2, "t": 380.4, "r": 557.76, "b": 314.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=91.02' (Free Discharge)" } ] } }, "children": [ { "id": "p814.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p814.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p814.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p814.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p814.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p814.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.03 cfs @ 11.61 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p814.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 430.62, "t": 347.52, "r": 557.76, "b": 331.08 }, "text": "HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p814.8", "order": 28, "type": "table", "bbox": { "l": 55.92, "t": 293.52, "r": 556.08, "b": 216 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p814.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p814.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p814.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.014 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 815, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p815.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 194", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p815.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 398.88, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p815.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p815.4", "order": 4, "type": "text", "bbox": { "l": 50.16, "t": 663.36, "r": 554.64, "b": 320.88 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p815.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p815.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 816, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p816.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.48, "r": 561.6, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 195", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p816.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p816.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.36, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p816.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 667.2, "r": 552.72, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=91.75'\n0.22\nStorage=0.004 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.08\n0.06\n0.03 cfs\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p816.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 405.6, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p816.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p816.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 358.32, "r": 489.84, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p816.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.2, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p816.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p816.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 817, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p817.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 560.88, "b": 707.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\" Printed 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p817.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p817.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 196", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p817.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.36, "r": 405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p817.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p817.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 663.12, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 818, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p818.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 738.96, "r": 561.36, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p818.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 399.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p818.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 197", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p818.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 440.88, "b": 673.2 }, "text": "Hydrograph for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p818.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p818.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p818.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p818.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p818.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.31\n91.50\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p818.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.03\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 819, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p819.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p819.2", "order": 2, "type": "header", "bbox": { "l": 457.68, "t": 738.96, "r": 562.56, "b": 699.6 }, "text": "YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 198", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p819.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.2, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p819.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.12, "b": 673.2 }, "text": "Stage-Discharge for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p819.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 662.16, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p819.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n91.00\n91.02\n91.04\n91.06\n91.08\n91.10\n91.12\n91.14\n91.16\n91.18\n91.20\n91.22\n91.24\n91.26\n91.28\n91.30\n91.32\n91.34\n91.36\n91.38\n91.40\n91.42\n91.44\n91.46\n91.48\n91.50\n91.52\n91.54\n91.56\n91.58\n91.60\n91.62\n91.64\n91.66\n91.68\n91.70\n91.72\n91.74\n91.76\n91.78\n91.80\n91.82\n91.84\n91.86\n91.88\n91.90\n91.92\n91.94\n91.96\n91.98\n92.00\n92.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p819.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p819.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02\n93.04\n93.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p819.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p819.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p819.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n93.08\n93.10\n93.12\n93.14\n93.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p819.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 820, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p820.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 561.6, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p820.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 386.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p820.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 199", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p820.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 461.76, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1", "reading_order": 3 }, { "id": "p820.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 661.68, "r": 234.48, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p820.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p820.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p820.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.008\n0.008\n0.009\n0.009\n0.010\n0.010\n0.010\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012\n0.013\n0.013\n0.013\n0.013\n0.014\n0.014\n0.014\n0.014", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 821, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 35, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 26, "text": 1 }, "build_ms": 4, "items": [ { "id": "p821.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 200", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p821.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p821.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p821.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 662.88, "r": 543.84, "b": 536.88 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af\n\nPlug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 3.4 min (746.4 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p821.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 528.96, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p821.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p821.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p821.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p821.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p821.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p821.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p821.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p821.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p821.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.24, "r": 556.56, "b": 464.88 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p821.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p821.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p821.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p821.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p821.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.52, "r": 178.56, "b": 422.16 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p821.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.52, "r": 304.56, "b": 422.16 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p821.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.52, "r": 430.56, "b": 422.16 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p821.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p821.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p821.7", "order": 24, "type": "table", "bbox": { "l": 49.92, "t": 382.32, "r": 558.24, "b": 312.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.03' (Free Discharge)" } ] } }, "children": [ { "id": "p821.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p821.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p821.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p821.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p821.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p821.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.92 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p821.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 431.16, "t": 347.28, "r": 558.24, "b": 329.76 }, "text": "HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p821.8", "order": 32, "type": "table", "bbox": { "l": 56.64, "t": 289.92, "r": 556.32, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p821.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p821.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p821.9", "order": 35, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 822, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p822.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 201", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p822.2", "order": 2, "type": "header", "bbox": { "l": 48.96, "t": 738, "r": 391.68, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p822.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p822.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 663.84, "r": 555.36, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p822.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p822.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 823, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p823.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 561.6, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 202", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p823.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p823.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p823.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.44, "r": 552.96, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=94.60'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p823.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p823.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p823.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.08, "r": 487.2, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p823.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p823.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p823.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 824, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p824.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 203", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p824.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p824.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p824.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p824.5", "order": 5, "type": "figure", "bbox": { "l": 64.08, "t": 659.28, "r": 505.44, "b": 407.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p824.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p824.7", "order": 7, "type": "footnote", "bbox": { "l": 506.64, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 825, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 18, "items": [ { "id": "p825.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 560.64, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 204", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p825.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p825.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.12, "b": 673.2 }, "text": "Hydrograph for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p825.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p825.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p825.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p825.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p825.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.16\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p825.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.08\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 826, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p826.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.72, "r": 561.12, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 205", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p826.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 397.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p826.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.6, "b": 673.2 }, "text": "Stage-Discharge for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p826.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 284.16, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p826.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p826.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p826.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p826.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p826.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p826.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p826.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 827, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p827.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 561.6, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 206", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p827.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 392.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p827.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 2 }, { "id": "p827.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p827.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p827.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p827.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 828, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 23, "text": 2 }, "build_ms": 4, "items": [ { "id": "p828.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 207", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p828.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p828.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p828.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 663.12, "r": 540.96, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.07 cfs @ 11.85 hrs, Volume= 793 cf, Atten= 71%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.85 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.65' @ 12.21 hrs Surf.Area= 0.009 ac Storage= 0.002 af\n\nPlug-Flow detention time= 5.3 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 5.3 min (748.3 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p828.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p828.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p828.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p828.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p828.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p828.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p828.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p828.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p828.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 49.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p828.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p828.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p828.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p828.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p828.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p828.6", "order": 19, "type": "text", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5 }, { "id": "p828.7", "order": 20, "type": "table", "bbox": { "l": 49.92, "t": 384, "r": 559.2, "b": 307.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p828.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p828.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p828.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p828.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p828.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p828.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.85 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p828.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.88, "t": 345.6, "r": 559.2, "b": 326.4 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p828.8", "order": 28, "type": "table", "bbox": { "l": 55.92, "t": 293.76, "r": 556.8, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p828.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p828.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 55.92, "t": 255.36, "r": 306.36, "b": 216.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p828.8.3", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p828.9", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 829, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p829.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 561.12, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 208", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p829.2", "order": 2, "type": "header", "bbox": { "l": 48.24, "t": 738, "r": 390, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p829.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p829.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.08, "r": 555.36, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p829.5", "order": 5, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p829.6", "order": 6, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 830, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p830.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 561.36, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 209", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p830.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p830.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p830.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.2, "r": 552.96, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=93.65'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p830.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p830.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p830.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.32, "r": 496.8, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p830.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p830.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p830.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 831, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 2, "items": [ { "id": "p831.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 702 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 210", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p831.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p831.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.32, "b": 673.44 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p831.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p831.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 660.48, "r": 552.24, "b": 411.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 4 }, { "id": "p831.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 832, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p832.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 738.96, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p832.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p832.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 558.96, "b": 698.88 }, "text": "Page 211", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p832.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p832.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p832.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p832.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p832.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p832.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.20\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p832.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 833, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p833.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p833.2", "order": 2, "type": "header", "bbox": { "l": 450.48, "t": 739.2, "r": 562.8, "b": 699.36 }, "text": "YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 212", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p833.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p833.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p833.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p833.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p833.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p833.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p833.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p833.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p833.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p833.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 834, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p834.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.44, "r": 561.6, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p834.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 384.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p834.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.44, "b": 699.12 }, "text": "Page 213", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p834.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p834.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p834.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p834.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p834.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 835, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 4, "items": [ { "id": "p835.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 214", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p835.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 390.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p835.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p835.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 663.36, "r": 541.2, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.07 cfs @ 11.85 hrs, Volume= 793 cf, Atten= 71%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.85 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.66' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.002 af\n\nPlug-Flow detention time= 5.3 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 5.3 min (748.4 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p835.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p835.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p835.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p835.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p835.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p835.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p835.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p835.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p835.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 48.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p835.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p835.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p835.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p835.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p835.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p835.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p835.7", "order": 20, "type": "table", "bbox": { "l": 49.68, "t": 382.8, "r": 559.2, "b": 311.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 1, "flags": [ { "row": 2, "col": 1, "coverage": 0, "text": "(Exfiltration Controls 0.07 cfs)" } ] } }, "children": [ { "id": "p835.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p835.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p835.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p835.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p835.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 149.09491, "b": 329.297892 }, "text": "Discarded OutFlow", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p835.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.85 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 }, { "id": "p835.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 68.399998, "t": 329.262472, "r": 134.752209, "b": 317.297892 }, "text": "—1=Exfiltration", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p835.7.8", "order": 28, "type": "table_cell", "bbox": { "l": 304.44, "t": 329.16, "r": 559.2, "b": 311.28 }, "text": "(Exfiltration Controls 0.07 cfs)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 7 } ], "reading_order": 6 }, { "id": "p835.8", "order": 29, "type": "table", "bbox": { "l": 56.4, "t": 292.08, "r": 555.6, "b": 216.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p835.8.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p835.8.2", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p835.9", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 836, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p836.1", "order": 1, "type": "header", "bbox": { "l": 54.24, "t": 738.48, "r": 561.36, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 215", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p836.2", "order": 2, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.4, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p836.3", "order": 3, "type": "text", "bbox": { "l": 50.64, "t": 663.6, "r": 553.68, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage\n6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement\n\n800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage\n\nChamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17'\n\n6 Chambers\n29.7 cy Field\n21.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p836.4", "order": 4, "type": "figure", "bbox": { "l": 288.24, "t": 310.56, "r": 324.24, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p836.5", "order": 5, "type": "text", "bbox": { "l": 288.48, "t": 65.28, "r": 324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 837, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p837.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.48, "r": 561.6, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 216", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p837.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p837.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p837.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 666.96, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=93.66'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p837.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p837.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p837.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 358.32, "r": 492.96, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p837.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p837.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p837.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 838, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p838.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 702.72 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 217", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p838.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 396.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p838.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p838.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p838.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 551.76, "b": 405.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009" }, "reading_order": 4 }, { "id": "p838.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 477.84, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 839, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p839.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p839.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p839.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 218", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p839.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p839.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p839.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p839.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p839.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p839.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.21\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p839.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 840, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p840.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p840.2", "order": 2, "type": "header", "bbox": { "l": 468.24, "t": 738.96, "r": 563.04, "b": 699.6 }, "text": "R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 219", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p840.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p840.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p840.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p840.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p840.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p840.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p840.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p840.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p840.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p840.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 841, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p841.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.44, "r": 561.36, "b": 708 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p841.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 389.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p841.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.68, "b": 699.12 }, "text": "Page 220", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p841.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 3 }, { "id": "p841.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p841.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p841.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p841.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 842, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 4, "items": [ { "id": "p842.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 221", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p842.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 389.52, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p842.3", "order": 3, "type": "heading", "bbox": { "l": 163.2, "t": 687.6, "r": 449.04, "b": 672.72 }, "text": "Summary for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p842.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 662.88, "r": 545.52, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af\n\nPlug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 3.4 min (746.4 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p842.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p842.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p842.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p842.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p842.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p842.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p842.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p842.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p842.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p842.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p842.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p842.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p842.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p842.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p842.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p842.7", "order": 20, "type": "table", "bbox": { "l": 49.68, "t": 382.08, "r": 558.96, "b": 311.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=92.03' (Free Discharge)" } ] } }, "children": [ { "id": "p842.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p842.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p842.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p842.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p842.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p842.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.92 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p842.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.64, "t": 346.68, "r": 558.96, "b": 328.98 }, "text": "HW=92.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p842.8", "order": 28, "type": "table", "bbox": { "l": 56.4, "t": 292.32, "r": 556.56, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p842.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p842.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 56.4, "t": 254.64, "r": 306.48, "b": 216.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p842.8.3", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p842.9", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 843, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p843.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 222", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p843.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 738, "r": 389.76, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p843.3", "order": 3, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p843.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 661.68, "r": 554.64, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p843.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.88 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p843.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.48, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 844, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p844.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.72, "r": 561.6, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 223", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p844.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p844.3", "order": 3, "type": "caption", "bbox": { "l": 201.84, "t": 687.6, "r": 409.44, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p844.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.2, "r": 552.96, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=92.60'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p844.5", "order": 5, "type": "caption", "bbox": { "l": 201.6, "t": 381.84, "r": 409.44, "b": 367.92 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p844.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p844.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 358.08, "r": 487.68, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p844.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p844.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.32, "r": 509.04, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p844.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 845, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p845.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 224", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p845.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p845.3", "order": 3, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p845.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p845.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 659.28, "r": 505.2, "b": 407.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n94\n(feet)\nElevation\n93\nADS N-12 15\"\nField A\n92\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p845.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p845.7", "order": 7, "type": "footnote", "bbox": { "l": 506.64, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 846, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p846.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p846.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p846.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 225", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p846.4", "order": 4, "type": "caption", "bbox": { "l": 167.52, "t": 687.6, "r": 445.2, "b": 672.96 }, "text": "Hydrograph for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p846.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p846.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p846.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p846.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p846.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.16\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p846.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.08\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 847, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p847.1", "order": 1, "type": "header", "bbox": { "l": 445.44, "t": 739.2, "r": 562.32, "b": 699.6 }, "text": "0 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 226", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p847.2", "order": 2, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p847.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 391.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p847.4", "order": 4, "type": "heading", "bbox": { "l": 154.56, "t": 687.6, "r": 457.2, "b": 673.2 }, "text": "Stage-Discharge for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p847.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p847.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p847.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p847.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p847.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p847.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p847.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p847.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 848, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 6, "items": [ { "id": "p848.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.68, "r": 561.6, "b": 704.88 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p848.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 398.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p848.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.44, "b": 699.12 }, "text": "Page 227", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p848.4", "order": 4, "type": "text", "bbox": { "l": 147.12, "t": 687.6, "r": 465.12, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10", "reading_order": 3 }, { "id": "p848.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p848.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p848.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p848.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 849, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 35, "counts_by_type": { "footer": 1, "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 25, "text": 1 }, "build_ms": 5, "items": [ { "id": "p849.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 560.88, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 228", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p849.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 390.24, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p849.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p849.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 663.12, "r": 549.84, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.05 cfs @ 11.77 hrs, Volume= 793 cf, Atten= 81%, Lag= 0.0 min\nDiscarded = 0.05 cfs @ 11.77 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.69' @ 12.32 hrs Surf.Area= 0.011 ac Storage= 0.003 af\n\nPlug-Flow detention time= 14.2 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 14.2 min (757.2 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p849.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 529.2, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 2, "flags": [ { "row": 1, "col": 3, "coverage": 0.28, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" }, { "row": 3, "col": 2, "coverage": 0.5, "text": "0.012 cf" } ] } }, "children": [ { "id": "p849.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p849.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p849.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p849.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p849.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p849.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p849.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p849.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 430.32, "t": 502.56, "r": 556.32, "b": 475.92 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p849.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p849.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p849.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p849.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p849.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 52.32, "t": 449.28, "r": 178.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p849.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 178.32, "t": 449.28, "r": 304.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p849.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 304.32, "t": 449.28, "r": 430.32, "b": 422.64 }, "text": "0.012 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p849.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p849.6", "order": 22, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p849.7", "order": 23, "type": "table", "bbox": { "l": 50.16, "t": 382.8, "r": 558.72, "b": 312.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p849.7.1", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p849.7.2", "order": 25, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p849.7.3", "order": 26, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p849.7.4", "order": 27, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p849.7.5", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p849.7.6", "order": 29, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.77 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p849.7.7", "order": 30, "type": "table_cell", "bbox": { "l": 431.58, "t": 347.64, "r": 558.72, "b": 330.06 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p849.8", "order": 31, "type": "table", "bbox": { "l": 56.4, "t": 292.8, "r": 555.6, "b": 215.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p849.8.1", "order": 32, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p849.8.2", "order": 33, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p849.9", "order": 34, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p849.10", "order": 35, "type": "footer", "bbox": { "l": 489.84, "t": 231.36, "r": 541.44, "b": 219.84 }, "text": "Exfiltration", "attrs": { "block_label": "footer" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 850, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p850.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 560.16, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 229", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p850.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 392.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p850.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p850.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.32, "r": 537.12, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p850.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p850.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 851, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p851.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 560.88, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 230", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p851.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p851.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p851.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.44, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=93.69'\n0.22\nStorage=0.003 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.08\n0.06 0.05 cfs\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p851.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p851.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p851.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 356.16, "r": 503.76, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 852, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p852.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 738.72, "r": 561.36, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 231", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p852.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p852.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p852.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p852.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 853, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p853.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.44, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p853.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p853.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 232", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p853.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p853.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p853.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p853.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p853.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p853.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.26\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p853.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.05\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 854, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p854.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p854.2", "order": 2, "type": "header", "bbox": { "l": 448.08, "t": 739.2, "r": 560.88, "b": 699.6 }, "text": "0 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 233", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p854.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.52, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p854.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.44 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p854.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.68, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p854.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p854.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p854.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p854.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p854.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p854.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p854.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 855, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p855.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 561.6, "b": 706.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p855.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 386.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p855.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 234", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p855.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 3 }, { "id": "p855.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p855.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p855.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p855.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 856, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 34, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 25, "text": 1 }, "build_ms": 5, "items": [ { "id": "p856.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 235", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p856.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 392.88, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p856.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p856.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 663.12, "r": 548.64, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.05 cfs @ 11.77 hrs, Volume= 793 cf, Atten= 81%, Lag= 0.0 min\nDiscarded = 0.05 cfs @ 11.77 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.69' @ 12.32 hrs Surf.Area= 0.011 ac Storage= 0.003 af\n\nPlug-Flow detention time= 14.2 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 14.2 min (757.2 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p856.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 529.2, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 2, "flags": [ { "row": 1, "col": 3, "coverage": 0.28, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" }, { "row": 3, "col": 2, "coverage": 0.5, "text": "0.012 cf" } ] } }, "children": [ { "id": "p856.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p856.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p856.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p856.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p856.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p856.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p856.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p856.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 430.32, "t": 502.56, "r": 556.32, "b": 475.92 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p856.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p856.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p856.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p856.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p856.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 52.32, "t": 449.28, "r": 178.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p856.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 178.32, "t": 449.28, "r": 304.32, "b": 422.64 }, "text": "", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p856.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 304.32, "t": 449.28, "r": 430.32, "b": 422.64 }, "text": "0.012 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p856.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p856.6", "order": 22, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p856.7", "order": 23, "type": "table", "bbox": { "l": 50.16, "t": 383.04, "r": 558.72, "b": 312.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p856.7.1", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p856.7.2", "order": 25, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p856.7.3", "order": 26, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p856.7.4", "order": 27, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p856.7.5", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p856.7.6", "order": 29, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.77 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p856.7.7", "order": 30, "type": "table_cell", "bbox": { "l": 431.58, "t": 347.76, "r": 558.72, "b": 330.12 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p856.8", "order": 31, "type": "table", "bbox": { "l": 56.64, "t": 292.56, "r": 555.6, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p856.8.1", "order": 32, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p856.8.2", "order": 33, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p856.9", "order": 34, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 857, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p857.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 560.4, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC\nPage 236", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p857.2", "order": 2, "type": "header", "bbox": { "l": 53.76, "t": 738, "r": 382.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p857.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p857.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.32, "r": 537.12, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p857.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p857.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { 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"order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p858.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.68, "r": 552.96, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=93.69'\n0.22\nStorage=0.003 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.08\n0.06 0.05 cfs\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p858.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p858.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p858.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 356.16, "r": 507.12, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 859, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p859.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.72, "r": 561.12, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 238", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p859.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p859.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p859.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p859.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 860, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p860.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.44, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p860.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 397.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p860.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 239", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p860.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p860.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p860.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p860.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p860.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p860.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.26\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p860.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.05\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 861, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p861.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.72, "r": 561.36, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 240", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p861.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 398.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p861.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p861.4", "order": 4, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p861.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p861.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p861.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p861.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p861.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p861.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p861.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 862, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 3, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p862.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 561.6, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p862.2", "order": 2, "type": "header", "bbox": { "l": 444.96, "t": 739.44, "r": 563.76, "b": 699.84 }, "text": "0 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 241", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p862.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 389.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p862.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p862.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p862.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p862.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p862.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 863, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 30, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 21, "text": 2 }, "build_ms": 4, "items": [ { "id": "p863.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 242", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p863.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 390.24, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p863.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p863.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 663.12, "r": 541.92, "b": 536.88 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.07 cfs @ 11.86 hrs, Volume= 793 cf, Atten= 70%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.86 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.65' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.002 af\n\nPlug-Flow detention time= 4.8 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 4.8 min (747.9 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p863.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p863.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p863.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p863.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p863.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p863.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p863.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p863.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p863.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p863.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.46 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p863.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p863.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p863.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p863.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p863.6", "order": 19, "type": "text", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5 }, { "id": "p863.7", "order": 20, "type": "table", "bbox": { "l": 49.92, "t": 383.28, "r": 558.72, "b": 309.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p863.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p863.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p863.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p863.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p863.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p863.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.86 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 6 }, { "id": "p863.8", "order": 27, "type": "table", "bbox": { "l": 55.92, "t": 292.08, "r": 556.56, "b": 216.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p863.8.1", "order": 28, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p863.8.2", "order": 29, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p863.9", "order": 30, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 864, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p864.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 560.64, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 243", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p864.2", "order": 2, "type": "header", "bbox": { "l": 48.72, "t": 738, "r": 400.32, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p864.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p864.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 662.88, "r": 554.64, "b": 319.68 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage\n\n6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement\n\n784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage\n\nChamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17'\n\n6 Chambers\n29.0 cy Field\n20.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p864.5", "order": 5, "type": "figure", "bbox": { "l": 286.08, "t": 311.04, "r": 323.52, "b": 85.68 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p864.6", "order": 6, "type": "footer", "bbox": { "l": 286.08, "t": 66, "r": 325.2, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 865, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p865.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.72, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 244", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p865.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p865.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p865.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.44, "r": 552.72, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=93.65'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p865.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p865.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p865.7", "order": 7, "type": "figure", "bbox": { "l": 63.12, "t": 357.36, "r": 497.28, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p865.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p865.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p865.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 866, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p866.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 245", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p866.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p866.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p866.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p866.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 660.48, "r": 551.76, "b": 407.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p866.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.92, "b": 401.04 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 867, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p867.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 739.2, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p867.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 398.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p867.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 246", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p867.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p867.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p867.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p867.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p867.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p867.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.20\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p867.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 868, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p868.1", "order": 1, "type": "header", "bbox": { "l": 459.84, "t": 739.2, "r": 562.8, "b": 699.6 }, "text": "/R-C Rainfall=5.38\"\nPrinted 10/24/2025\nPage 247", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p868.2", "order": 2, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p868.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 398.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p868.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p868.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p868.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p868.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p868.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p868.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p868.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p868.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p868.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 869, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p869.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.44, "r": 561.36, "b": 711.36 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p869.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 390.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p869.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 248", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p869.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 3 }, { "id": "p869.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p869.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p869.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p869.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, 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LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p870.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p870.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 662.88, "r": 541.92, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf\nOutflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af\n\nPlug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow)\nCenter-of-Mass det. time= 3.4 min (746.4 - 743.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p870.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p870.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p870.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p870.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p870.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p870.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p870.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p870.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p870.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p870.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p870.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p870.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p870.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p870.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p870.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p870.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p870.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p870.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p870.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p870.7", "order": 24, "type": "table", "bbox": { "l": 49.68, "t": 382.08, "r": 558.48, "b": 312.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.03' (Free Discharge)" } ] } }, "children": [ { "id": "p870.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p870.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p870.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p870.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p870.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p870.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.92 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p870.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 431.28, "t": 347.28, "r": 558.48, "b": 329.88 }, "text": "HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p870.8", "order": 32, "type": "table", "bbox": { "l": 56.88, "t": 290.88, "r": 556.32, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p870.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p870.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p870.9", "order": 35, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p870.10", "order": 36, "type": "footer", "bbox": { "l": 489.84, "t": 231.12, "r": 541.44, "b": 219.84 }, "text": "Exfiltration", "attrs": { "block_label": "footer" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 871, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "footer": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p871.1", "order": 1, "type": "figure", "bbox": { "l": 53.52, "t": 738.48, "r": 560.88, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 250" }, "reading_order": 0 }, { "id": "p871.2", "order": 2, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p871.3", "order": 3, "type": "text", "bbox": { "l": 50.4, "t": 664.8, "r": 554.4, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p871.4", "order": 4, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p871.5", "order": 5, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 872, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p872.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 561.12, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 251", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p872.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p872.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p872.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.44, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 0.24 cfs Discarded\n0.24 Inflow Area=1,850 sf\nPeak Elev=94.60'\n0.22\nStorage=0.002 af\n0.2\n0.18\n0.16\n(cfs) 0.14\nFlow 0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p872.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p872.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p872.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.08, "r": 487.2, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p872.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p872.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p872.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 873, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p873.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 252", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p873.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p873.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p873.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p873.5", "order": 5, "type": "figure", "bbox": { "l": 63.6, "t": 659.28, "r": 504.96, "b": 408 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p873.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p873.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 874, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p874.1", "order": 1, "type": "header", "bbox": { "l": 357.12, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p874.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p874.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 253", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p874.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p874.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p874.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p874.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p874.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p874.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.16\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p874.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.08\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 875, "width": 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13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p875.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p875.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 284.16, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p875.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p875.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p875.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p875.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p875.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p875.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p875.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 876, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p876.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.68, "r": 561.36, "b": 703.68 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 10/24/2025\nons LLC Page 255", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p876.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 393.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p876.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 255", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p876.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.48, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7", "reading_order": 3 }, { "id": "p876.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.68, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p876.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p876.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface 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"bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 877, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "header": 2, "table": 1, "table_cell": 33 }, "build_ms": 7, "items": [ { "id": "p877.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 738.96, "r": 561.12, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 256", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p877.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 391.68, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p877.3", "order": 3, "type": "table", "bbox": { "l": 52.56, "t": 687.102457, "r": 562.08, "b": 62.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 3, "integrity": { "cells_checked": 33, "cells_flagged": 0 } }, "children": [ { "id": "p877.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 107.520001, "t": 687.102457, "r": 504.19892, "b": 651.137877 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p877.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p877.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 268.020976, "t": 567.046244, "r": 557.730971, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p877.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p877.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 268.020976, "t": 531.046244, "r": 557.730971, "b": 508.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p877.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 54, "t": 566.9824659999999, "r": 205.131515, "b": 555.017886 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p877.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 268.020976, "t": 495.046244, "r": 557.730971, "b": 472.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p877.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p877.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 268.020976, "t": 459.046244, "r": 557.730971, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 8 }, { "id": "p877.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p877.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 268.020976, "t": 423.046244, "r": 557.730971, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 10 }, { "id": "p877.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p877.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 268.020976, "t": 387.046221, "r": 557.730971, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p877.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p877.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 268.020976, "t": 351.046221, "r": 557.730971, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p877.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p877.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 268.020976, "t": 603.046244, "r": 557.730971, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p877.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p877.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 268.020976, "t": 639.046244, "r": 557.730971, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p877.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p877.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 290.879997, "t": 315.046221, "r": 557.47852, "b": 304.038834 }, "text": "Peak Elev=91.90' Storage=0.006 af Inflow=0.28 cfs 941 cf Outflow=0.03 cfs 941 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p877.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p877.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 290.879997, "t": 279.04622099999995, "r": 557.47852, "b": 268.03883399999995 }, "text": "Peak Elev=94.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 22 }, { "id": "p877.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p877.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 290.879997, "t": 243.04622099999995, "r": 557.47852, "b": 232.03883399999995 }, "text": "Peak Elev=93.81' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p877.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p877.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 290.879997, "t": 207.04622099999995, "r": 557.47852, "b": 196.03883399999995 }, "text": "Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p877.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p877.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 290.879997, "t": 171.04622099999995, "r": 557.47852, "b": 160.03883399999995 }, "text": "Peak Elev=92.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p877.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p877.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 290.879997, "t": 135.04622099999995, "r": 557.47852, "b": 124.03883399999995 }, "text": "Peak Elev=93.85' Storage=0.004 af Inflow=0.28 cfs 941 cf Outflow=0.05 cfs 941 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p877.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p877.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 290.879997, "t": 99.04622099999995, "r": 557.47852, "b": 88.03883399999995 }, "text": "Peak Elev=93.85' Storage=0.004 af Inflow=0.28 cfs 941 cf Outflow=0.05 cfs 941 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 878, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 1, "text": 6 }, "build_ms": 0, "items": [ { "id": "p878.1", "order": 1, "type": "header", "bbox": { "l": 50.4, "t": 738.24, "r": 562.08, "b": 698.16 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 257", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p878.2", "order": 2, "type": "text", "bbox": { "l": 51.6, "t": 688.32, "r": 225.6, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "reading_order": 1 }, { "id": "p878.3", "order": 3, "type": "text", "bbox": { "l": 288, "t": 688.8, "r": 560.64, "b": 662.64 }, "text": "Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf", "reading_order": 2 }, { "id": "p878.4", "order": 4, "type": "text", "bbox": { "l": 51.36, "t": 651.84, "r": 225.6, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf\nOutflow=0.07 cfs 941 cf", "reading_order": 3 }, { "id": "p878.5", "order": 5, "type": "text", "bbox": { "l": 288, "t": 653.04, "r": 560.64, "b": 626.4 }, "text": "Peak Elev=94.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf", "reading_order": 4 }, { "id": "p878.6", "order": 6, "type": "text", "bbox": { "l": 125.76, "t": 616.32, "r": 273.84, "b": 592.32 }, "text": "Total Runoff Area = 16,650 sf\nRunoff Volume = 8,466 cf Average Runoff Depth = 6.10\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 5 }, { "id": "p878.7", "order": 7, "type": "text", "bbox": { "l": 278.4, "t": 616.32, "r": 561.84, "b": 589.92 }, "text": "Runoff Volume = 8,466 cf Average Runoff Depth = 6.10\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 6 } ] }, { "document_id": 12617, "page": 879, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p879.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.64, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 258", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p879.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p879.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p879.4", "order": 4, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 37P : Subsurface Basin Lot 1", "reading_order": 3 }, { "id": "p879.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p879.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.44, "b": 495.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p879.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p879.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p879.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p879.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.52, "r": 559.44, "b": 569.136 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p879.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p879.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p879.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p879.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.136, "r": 559.44, "b": 550.752 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p879.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p879.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p879.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p879.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.752, "r": 559.44, "b": 532.368 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p879.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p879.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p879.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p879.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p879.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.28, "b": 408.24 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p879.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p879.9", "order": 25, "type": "figure", "bbox": { "l": 64.32, "t": 398.88, "r": 510.48, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p879.10", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p879.11", "order": 27, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 880, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p880.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 561.36, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p880.2", "order": 2, "type": "header", "bbox": { "l": 445.68, "t": 738.96, "r": 561.84, "b": 699.12 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 259", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p880.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p880.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.28, "b": 672.96 }, "text": "Hydrograph for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p880.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p880.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p880.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p880.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p880.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p880.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 881, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p881.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 260", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p881.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p881.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p881.4", "order": 4, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 463.92, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 38P : Subsurface Basin Lot 8", "reading_order": 3 }, { "id": "p881.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p881.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p881.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p881.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p881.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p881.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p881.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p881.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p881.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p881.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p881.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p881.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p881.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p881.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p881.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Tc (min)\n2.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p881.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p881.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 175.895438, "b": 511.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p881.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 511.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p881.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p881.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p881.9", "order": 25, "type": "figure", "bbox": { "l": 63.84, "t": 399.84, "r": 540.24, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p881.10", "order": 26, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 }, { "id": "p881.11", "order": 27, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 882, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p882.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 261", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p882.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 403.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p882.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.52, "b": 672.96 }, "text": "Hydrograph for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p882.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p882.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p882.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p882.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p882.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p882.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 883, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p883.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 561.12, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 262", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p883.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p883.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p883.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 39P : Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p883.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p883.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p883.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p883.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p883.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p883.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.52, "r": 559.44, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p883.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p883.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p883.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p883.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.088, "r": 559.44, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p883.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p883.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p883.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p883.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.656, "r": 559.44, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p883.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p883.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p883.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p883.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p883.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p883.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p883.9", "order": 25, "type": "figure", "bbox": { "l": 64.32, "t": 398.64, "r": 519.6, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p883.10", "order": 26, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 }, { "id": "p883.11", "order": 27, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 884, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p884.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 263", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p884.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p884.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p884.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p884.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p884.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p884.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p884.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p884.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 885, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p885.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.68, "r": 560.88, "b": 704.16 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 264", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p885.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p885.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 559.2, "b": 699.12 }, "text": "Page 264", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p885.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p885.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 41P : Subsurface Basin Lot 9", "reading_order": 4 }, { "id": "p885.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p885.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p885.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p885.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p885.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p885.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p885.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p885.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p885.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p885.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p885.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p885.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p885.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p885.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p885.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p885.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p885.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p885.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p885.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.52, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p885.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p885.10", "order": 26, "type": "figure", "bbox": { "l": 63.84, "t": 399.84, "r": 535.44, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p885.11", "order": 27, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 }, { "id": "p885.12", "order": 28, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 886, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p886.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 265", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p886.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 402.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p886.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p886.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p886.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p886.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p886.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p886.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p886.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 887, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p887.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.2, "r": 560.64, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 266", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p887.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 389.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p887.3", "order": 3, "type": "title", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p887.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 43P : Subsurface Basin Lot 10", "reading_order": 3 }, { "id": "p887.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p887.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p887.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p887.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p887.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p887.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p887.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p887.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p887.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p887.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p887.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p887.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p887.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p887.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p887.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p887.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p887.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p887.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p887.7", "order": 23, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p887.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p887.9", "order": 25, "type": "figure", "bbox": { "l": 64.32, "t": 398.64, "r": 513.36, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p887.10", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p887.11", "order": 27, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 888, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p888.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 267", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p888.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 405.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p888.3", "order": 3, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 435.12, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p888.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p888.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p888.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p888.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p888.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p888.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 889, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p889.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 268", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p889.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p889.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p889.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 660, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 3 }, { "id": "p889.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 4 }, { "id": "p889.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p889.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p889.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p889.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p889.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.54, "t": 587.52, "r": 559.2, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p889.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p889.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p889.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p889.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.54, "t": 569.088, "r": 559.2, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p889.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p889.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p889.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p889.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 432.54, "t": 550.656, "r": 559.2, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p889.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Tc (min)\n2.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p889.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p889.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 175.895438, "b": 511.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p889.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 511.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p889.7", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 422.88, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p889.8", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p889.9", "order": 25, "type": "figure", "bbox": { "l": 63.84, "t": 399.84, "r": 540.48, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p889.10", "order": 26, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 }, { "id": "p889.11", "order": 27, "type": "footnote", "bbox": { "l": 90, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 890, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p890.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 269", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p890.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 401.28, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p890.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p890.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p890.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p890.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p890.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p890.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p890.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 891, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p891.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 708 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p891.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p891.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 559.44, "b": 698.88 }, "text": "Page 270", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p891.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p891.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 660, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 50P : Subsurface Basin Lot 4", "reading_order": 4 }, { "id": "p891.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p891.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p891.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p891.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p891.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p891.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.52, "r": 559.44, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p891.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p891.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p891.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p891.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.088, "r": 559.44, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p891.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p891.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p891.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p891.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.656, "r": 559.44, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p891.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p891.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p891.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p891.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p891.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p891.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p891.10", "order": 26, "type": "figure", "bbox": { "l": 64.32, "t": 399.12, "r": 510.96, "b": 140.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p891.11", "order": 27, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p891.12", "order": 28, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 892, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p892.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 561.36, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p892.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 405.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p892.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 558.96, "b": 699.12 }, "text": "Page 271", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p892.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p892.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p892.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p892.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p892.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p892.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p892.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 893, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p893.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 713.52 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p893.2", "order": 2, "type": "header", "bbox": { "l": 450, "t": 738.72, "r": 561.6, "b": 699.36 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 272", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p893.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p893.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p893.5", "order": 5, "type": "text", "bbox": { "l": 53.76, "t": 660, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 52P : Subsurface Basin Lot 6", "reading_order": 4 }, { "id": "p893.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p893.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p893.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p893.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p893.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p893.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.52, "r": 559.44, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p893.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p893.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p893.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p893.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.088, "r": 559.44, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p893.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p893.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p893.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p893.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.656, "r": 559.44, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p893.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p893.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p893.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p893.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p893.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p893.9", "order": 25, "type": "figure", "bbox": { "l": 63.84, "t": 400.32, "r": 543.6, "b": 140.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p893.10", "order": 26, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 894, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p894.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 561.36, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p894.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 403.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p894.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 273", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p894.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p894.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p894.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p894.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p894.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p894.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p894.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 895, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p895.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.64, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p895.2", "order": 2, "type": "header", "bbox": { "l": 456.24, "t": 738.72, "r": 560.88, "b": 699.36 }, "text": "YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 274", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p895.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p895.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.36, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p895.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 463.92, "b": 633.84 }, "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 56P : Subsurface Basin Lot 7", "reading_order": 4 }, { "id": "p895.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\"", "reading_order": 5 }, { "id": "p895.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 587.52, "r": 559.44, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p895.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p895.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p895.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p895.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.72, "t": 587.52, "r": 559.44, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p895.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p895.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p895.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p895.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 569.088, "r": 559.44, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p895.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p895.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p895.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p895.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 550.656, "r": 559.44, "b": 532.224 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p895.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p895.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p895.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p895.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p895.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p895.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p895.10", "order": 26, "type": "figure", "bbox": { "l": 63.84, "t": 399.6, "r": 537.84, "b": 140.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 10 YR-F Rainfall=6.34\"\nRunoff Area=1,850 sf\n0.22\n0.2\n0.18 Runoff Volume=941 cf\n(cfs)\nRunoff Depth=6.10\"\n0.16\nFlow 0.14\n0.12 Flow Length=45'\nTc=0.4 min\n0.1\n0.08\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p895.11", "order": 27, "type": "footer", "bbox": { "l": 510.48, "t": 380.4, "r": 546.72, "b": 369.12 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 10 }, { "id": "p895.12", "order": 28, "type": "footnote", "bbox": { "l": 89.76, "t": 154.32, "r": 492.48, "b": 135.84 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 896, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p896.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 561.36, "b": 713.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p896.2", "order": 2, "type": "header", "bbox": { "l": 446.16, "t": 738.72, "r": 562.08, "b": 699.12 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 275", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p896.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p896.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p896.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p896.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p896.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.15\n0.33\n0.54\n0.82\n1.26\n3.04\n5.08\n5.52\n5.80\n6.01\n6.19\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34\n6.34", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p896.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p896.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.04\n0.17\n0.36\n0.62\n1.04\n2.81\n4.85\n5.28\n5.56\n5.77\n5.95\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10\n6.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p896.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 897, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 17, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 9, "text": 5, "title": 1 }, "build_ms": 3, "items": [ { "id": "p897.1", "order": 1, "type": "title", "bbox": { "l": 51.36, "t": 738.96, "r": 560.64, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 276", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p897.2", "order": 2, "type": "heading", "bbox": { "l": 165.6, "t": 687.84, "r": 445.44, "b": 672.24 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p897.3", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 661.2, "r": 524.4, "b": 609.6 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.03 cfs @ 11.54 hrs, Volume= 941 cf, Atten= 88%, Lag= 0.0 min\nDiscarded = 0.03 cfs @ 11.54 hrs, Volume= 941 cf", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p897.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 600.24, "r": 405.6, "b": 573.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.90' @ 12.71 hrs Surf.Area= 0.013 ac Storage= 0.006 af", "reading_order": 3 }, { "id": "p897.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 564.48, "r": 401.28, "b": 537.6 }, "text": "Plug-Flow detention time = 42.5 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time = 42.5 min (782.9 - 740.4)", "reading_order": 4 }, { "id": "p897.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 529.2, "r": 558.72, "b": 419.52 }, "text": "Volume Invert Avail.Storage Storage Description\n#1A 91.00' 0.008 af 10.06'W x 57.33'L x 2.17'H Field A\n#2A 91.33' 0.006 af 0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids\n#2A 91.33' 0.006 af ADS N-12 15\" x 12 Inside #1\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside\n0.014 af Total Available Storage", "attrs": { "block_label": "algorithm" }, "reading_order": 5 }, { "id": "p897.7", "order": 7, "type": "text", "bbox": { "l": 66.48, "t": 403.92, "r": 293.76, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6 }, { "id": "p897.8", "order": 8, "type": "table", "bbox": { "l": 51.36, "t": 381.6, "r": 559.68, "b": 217.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p897.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p897.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p897.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p897.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p897.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p897.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.03 cfs @ 11.54 hrs HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 }, { "id": "p897.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p897.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 51.36, "t": 245, "r": 432.6, "b": 217.68 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 7 }, { "id": "p897.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 898, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p898.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 277", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p898.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 396, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p898.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p898.4", "order": 4, "type": "text", "bbox": { "l": 50.16, "t": 663.36, "r": 554.4, "b": 320.88 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p898.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p898.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 899, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p899.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.68, "r": 561.12, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 278", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p899.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p899.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 405.36, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p899.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 667.44, "r": 552.72, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=91.90'\n0.26\n0.24\n0.22 Storage=0.006 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.08\n0.06\n0.03 cfs\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p899.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 405.6, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p899.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p899.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 357.36, "r": 491.76, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p899.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p899.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.56, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p899.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 900, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p900.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 279", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p900.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p900.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.36, "r": 405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p900.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p900.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 663.6, "r": 553.2, "b": 398.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 901, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p901.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 280", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p901.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 398.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p901.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 440.88, "b": 673.2 }, "text": "Hydrograph for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p901.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p901.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p901.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p901.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.004\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p901.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.44\n91.73\n91.06\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p901.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.03\n0.03\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 902, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p902.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p902.2", "order": 2, "type": "header", "bbox": { "l": 449.04, "t": 738.96, "r": 561.6, "b": 698.88 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 281", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p902.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 397.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p902.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.12, "b": 673.2 }, "text": "Stage-Discharge for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p902.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 662.4, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p902.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n91.00\n91.02\n91.04\n91.06\n91.08\n91.10\n91.12\n91.14\n91.16\n91.18\n91.20\n91.22\n91.24\n91.26\n91.28\n91.30\n91.32\n91.34\n91.36\n91.38\n91.40\n91.42\n91.44\n91.46\n91.48\n91.50\n91.52\n91.54\n91.56\n91.58\n91.60\n91.62\n91.64\n91.66\n91.68\n91.70\n91.72\n91.74\n91.76\n91.78\n91.80\n91.82\n91.84\n91.86\n91.88\n91.90\n91.92\n91.94\n91.96\n91.98\n92.00\n92.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p902.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p902.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02\n93.04\n93.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p902.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p902.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p902.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n93.08\n93.10\n93.12\n93.14\n93.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p902.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 903, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 7, "items": [ { "id": "p903.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 561.36, "b": 701.76 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 282", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p903.2", "order": 2, "type": "header", "bbox": { "l": 52.8, "t": 737.52, "r": 388.56, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p903.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 461.76, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1", "reading_order": 2 }, { "id": "p903.4", "order": 4, "type": "table", "bbox": { "l": 56.16, "t": 661.44, "r": 234.48, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p903.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p903.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p903.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.008\n0.008\n0.009\n0.009\n0.010\n0.010\n0.010\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012\n0.013\n0.013\n0.013\n0.013\n0.014\n0.014\n0.014\n0.014", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 904, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 27, "text": 2 }, "build_ms": 10, "items": [ { "id": "p904.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.2, "r": 560.4, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 283", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p904.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p904.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p904.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 662.88, "r": 543.12, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af\n\nPlug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 5.3 min (745.7 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p904.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p904.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p904.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p904.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p904.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p904.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p904.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p904.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p904.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p904.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p904.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p904.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p904.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p904.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p904.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p904.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p904.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p904.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p904.6", "order": 23, "type": "text", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5 }, { "id": "p904.7", "order": 24, "type": "table", "bbox": { "l": 49.68, "t": 382.32, "r": 558.96, "b": 311.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.03' (Free Discharge)" } ] } }, "children": [ { "id": "p904.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p904.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p904.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p904.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p904.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p904.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.85 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p904.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 431.64, "t": 347.04, "r": 558.96, "b": 329.4 }, "text": "HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p904.8", "order": 32, "type": "table", "bbox": { "l": 56.16, "t": 292.32, "r": 554.4, "b": 215.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p904.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p904.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 56.16, "t": 254.04, "r": 305.28, "b": 215.76 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p904.8.3", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p904.9", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 905, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p905.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 284", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p905.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 390.96, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p905.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p905.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.08, "r": 555.36, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p905.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p905.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 906, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 1, "items": [ { "id": "p906.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 285", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p906.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p906.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.32, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p906.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 670.08, "r": 552.24, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=94.78'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p906.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.68 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p906.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p906.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.32, "r": 486.96, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p906.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p906.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.56, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p906.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 907, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, 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666.96, "r": 319.68, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p907.5", "order": 5, "type": "figure", "bbox": { "l": 63.12, "t": 659.28, "r": 502.56, "b": 408 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p907.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p907.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 908, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 11, "items": [ { "id": "p908.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 287", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p908.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p908.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.12, "b": 673.2 }, "text": "Hydrograph for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p908.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p908.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p908.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p908.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p908.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.26\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p908.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.08\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 909, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p909.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.72, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 288", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p909.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 398.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p909.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.6, "b": 673.2 }, "text": "Stage-Discharge for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p909.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 284.16, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p909.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p909.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p909.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p909.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p909.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p909.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p909.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 910, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 4, "items": [ { "id": "p910.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 561.6, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 289", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p910.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 388.8, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p910.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 2 }, { "id": "p910.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p910.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p910.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p910.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 911, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 32, "counts_by_type": { "footnote": 1, "header": 3, "heading": 1, "table": 3, "table_cell": 22, "text": 2 }, "build_ms": 4, "items": [ { "id": "p911.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 738.96, "r": 560.64, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p911.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p911.3", "order": 3, "type": "header", "bbox": { "l": 510.96, "t": 711.84, "r": 559.2, "b": 699.12 }, "text": "Page 290", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p911.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p911.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 662.88, "r": 542.4, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten=76%, Lag=0.0 min\nDiscarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.81' @ 12.30 hrs Surf.Area= 0.009 ac Storage= 0.003 af\n\nPlug-Flow detention time= 7.9 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 7.9 min (748.3 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p911.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p911.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p911.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p911.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p911.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p911.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p911.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p911.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p911.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 49.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p911.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.46 }, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p911.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p911.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p911.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p911.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p911.7", "order": 20, "type": "text", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6 }, { "id": "p911.8", "order": 21, "type": "table", "bbox": { "l": 49.68, "t": 382.32, "r": 559.2, "b": 311.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p911.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p911.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p911.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p911.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p911.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p911.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.83 hrs HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 7 }, { "id": "p911.9", "order": 28, "type": "table", "bbox": { "l": 56.16, "t": 292.32, "r": 554.64, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p911.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p911.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 56.16, "t": 253.92, "r": 305.4, "b": 215.52 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p911.9.3", "order": 31, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p911.10", "order": 32, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 912, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p912.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 291", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p912.2", "order": 2, "type": "header", "bbox": { "l": 48.96, "t": 738, "r": 390.48, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p912.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p912.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.56, "r": 553.92, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p912.5", "order": 5, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p912.6", "order": 6, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 913, "width": 612, "height": 792, "rotation": 0, 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39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p913.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 669.6, "r": 552.48, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=93.81'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p913.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p913.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p913.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 358.56, "r": 491.04, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p913.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p913.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p913.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { 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205.92, "t": 687.12, "r": 406.32, "b": 673.44 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p914.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p914.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 660.72, "r": 552.24, "b": 411.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 4 }, { "id": "p914.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 915, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p915.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 294", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p915.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 396.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p915.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p915.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p915.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p915.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p915.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p915.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.30\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p915.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 916, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p916.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 738.72, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 295", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p916.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 397.68, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p916.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p916.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p916.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p916.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p916.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p916.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p916.5", "order": 9, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p916.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p916.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 917, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p917.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 561.36, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 296", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p917.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 386.4, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p917.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "reading_order": 2 }, { "id": "p917.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 661.2, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p917.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p917.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p917.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 918, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 26, "text": 1 }, "build_ms": 5, "items": [ { "id": "p918.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 560.64, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p918.2", "order": 2, "type": "header", "bbox": { "l": 499.2, "t": 738.72, "r": 560.64, "b": 698.88 }, "text": "infall=6.34\"\n10/24/2025\nPage 297", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p918.3", "order": 3, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 393.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p918.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p918.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 662.88, "r": 544.08, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten=76%, Lag=0.0 min\nDiscarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.82' @ 12.30 hrs Surf.Area= 0.008 ac Storage= 0.003 af\n\nPlug-Flow detention time= 8.0 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 8.0 min (748.4 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p918.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p918.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p918.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p918.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p918.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p918.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p918.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p918.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p918.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 48.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p918.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p918.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p918.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p918.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p918.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p918.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p918.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p918.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p918.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 5 }, { "id": "p918.7", "order": 24, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p918.8", "order": 25, "type": "table", "bbox": { "l": 49.68, "t": 382.32, "r": 559.2, "b": 311.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p918.8.1", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p918.8.2", "order": 27, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p918.8.3", "order": 28, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p918.8.4", "order": 29, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p918.8.5", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p918.8.6", "order": 31, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.83 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p918.8.7", "order": 32, "type": "table_cell", "bbox": { "l": 431.82, "t": 347.04, "r": 559.2, "b": 329.4 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p918.9", "order": 33, "type": "table", "bbox": { "l": 55.68, "t": 291.36, "r": 555.36, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p918.9.1", "order": 34, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p918.9.2", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p918.10", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 919, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p919.1", "order": 1, "type": "header", "bbox": { "l": 54.48, "t": 738.48, "r": 561.12, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 298", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p919.2", "order": 2, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.4, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p919.3", "order": 3, "type": "text", "bbox": { "l": 50.88, "t": 664.08, "r": 553.68, "b": 319.68 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage\n6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement\n\n800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage\n\nChamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17'\n\n6 Chambers\n29.7 cy Field\n21.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p919.4", "order": 4, "type": "figure", "bbox": { "l": 288.24, "t": 310.56, "r": 324.24, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p919.5", "order": 5, "type": "text", "bbox": { "l": 288.48, "t": 65.28, "r": 324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 920, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p920.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.44, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 299", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p920.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 393.36, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p920.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.32, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p920.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 667.44, "r": 552.72, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=93.82'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p920.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p920.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p920.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 358.56, "r": 490.8, "b": 95.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p920.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p920.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p920.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 921, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p921.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 300", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p921.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 395.28, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p921.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p921.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p921.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 664.08, "r": 552.96, "b": 405.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009" }, "reading_order": 4 }, { "id": "p921.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 477.84, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 922, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p922.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.96, "r": 560.4, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC\nPage 301", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p922.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 398.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p922.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p922.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p922.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p922.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p922.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p922.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.31\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p922.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 923, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p923.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.72, "r": 561.36, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 302", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p923.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 398.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p923.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p923.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p923.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p923.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p923.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p923.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p923.5", "order": 9, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p923.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p923.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 924, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 4, "items": [ { "id": "p924.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.68, "r": 561.36, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 303", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p924.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 390.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p924.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 2 }, { "id": "p924.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p924.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p924.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p924.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 925, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "footnote": 1, "header": 3, "heading": 1, "table": 3, "table_cell": 23, "text": 2 }, "build_ms": 4, "items": [ { "id": "p925.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.2, "r": 560.88, "b": 711.12 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p925.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p925.3", "order": 3, "type": "header", "bbox": { "l": 511.2, "t": 711.6, "r": 558.96, "b": 699.12 }, "text": "Page 304", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p925.4", "order": 4, "type": "heading", "bbox": { "l": 163.2, "t": 687.6, "r": 449.04, "b": 672.72 }, "text": "Summary for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p925.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 662.64, "r": 547.92, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af\n\nPlug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 5.3 min (745.7 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p925.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p925.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p925.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p925.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p925.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p925.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p925.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p925.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p925.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p925.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p925.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p925.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p925.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p925.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 5 }, { "id": "p925.7", "order": 20, "type": "text", "bbox": { "l": 67.44, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6 }, { "id": "p925.8", "order": 21, "type": "table", "bbox": { "l": 49.92, "t": 382.08, "r": 558.96, "b": 311.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=92.03' (Free Discharge)" } ] } }, "children": [ { "id": "p925.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p925.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p925.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p925.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p925.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p925.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.85 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p925.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 431.7, "t": 346.68, "r": 558.96, "b": 328.98 }, "text": "HW=92.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p925.9", "order": 29, "type": "table", "bbox": { "l": 56.16, "t": 292.08, "r": 554.88, "b": 215.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p925.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p925.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 56.16, "t": 253.68, "r": 305.52, "b": 215.28 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p925.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 8 }, { "id": "p925.10", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 926, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p926.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.44, "r": 561.12, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 305", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p926.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 738, "r": 387.84, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p926.3", "order": 3, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p926.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 661.68, "r": 554.64, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long 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NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p927.3", "order": 3, "type": "caption", "bbox": { "l": 201.84, "t": 687.6, "r": 409.68, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p927.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 670.08, "r": 552.48, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=92.78'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p927.5", "order": 5, "type": "caption", "bbox": { "l": 201.36, "t": 381.84, "r": 409.68, "b": 367.68 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p927.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p927.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.08, "r": 487.44, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p927.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p927.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.56, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p927.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 928, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p928.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 307", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p928.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 396.96, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p928.3", "order": 3, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p928.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p928.5", "order": 5, "type": "figure", "bbox": { "l": 63.6, "t": 659.52, "r": 501.12, "b": 407.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 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142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p929.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p929.5.4", 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(feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p930.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p930.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p930.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p930.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p930.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p930.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 931, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p931.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.68, "r": 561.36, "b": 703.68 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 310", "attrs": { "block_label": "header" }, "level": 2, 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(acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p931.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, 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"b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p932.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 698.16, "r": 560.4, "b": 235.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" } ] } }, "children": [ { "id": "p932.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p932.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p932.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p932.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p932.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p932.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p932.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p932.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 432.9, "t": 651.912, "r": 560.4, "b": 605.664 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p932.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p932.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p932.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p932.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p932.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.012 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p932.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p932.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p932.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p932.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p932.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p932.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 508.545309, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p932.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p932.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.70 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p932.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 3 }, { "id": "p932.5", "order": 27, "type": "table", "bbox": { "l": 51.36, "t": 246.48, "r": 549.6, "b": 219.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 1, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p932.5.1", "order": 28, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 933, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p933.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 560.64, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 312", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p933.2", "order": 2, "type": "header", "bbox": { "l": 53.52, "t": 738.24, "r": 399.12, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p933.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p933.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.56, "r": 537.12, "b": 363.12 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p933.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p933.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 934, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p934.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.68, "r": 561.12, "b": 702.48 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 313", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p934.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 393.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p934.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.56, "b": 672.72 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p934.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.2, "r": 552.48, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=93.85'\n0.26\n0.24\n0.22 Storage=0.004 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.08\n0.05 cfs\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p934.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p934.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p934.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 356.4, "r": 493.68, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 935, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p935.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 560.88, "b": 703.2 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 314", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p935.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p935.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.36, "r": 558.96, "b": 699.12 }, "text": "Page 314", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p935.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p935.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p935.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 936, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p936.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p936.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p936.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 315", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p936.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p936.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p936.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p936.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p936.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p936.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.37\n93.30\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"l": 359.04, "t": 739.2, "r": 561.12, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p937.2", "order": 2, "type": "header", "bbox": { "l": 449.28, "t": 739.2, "r": 562.56, "b": 699.12 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 316", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p937.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 399.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p937.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p937.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p937.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p937.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p937.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p937.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p937.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p937.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p937.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 938, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p938.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 561.36, "b": 710.88 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p938.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 388.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p938.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 317", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p938.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 3 }, { "id": "p938.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p938.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p938.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p938.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 939, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "footer": 1, "header": 2, "table": 1, 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0.007…" }, { "row": 6, "col": 3, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p939.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p939.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p939.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p939.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p939.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p939.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p939.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p939.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 432.78, "t": 654.672, "r": 560.4, "b": 607.584 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p939.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p939.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p939.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p939.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31\" Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p939.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.012 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p939.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p939.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p939.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p939.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p939.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p939.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 508.545309, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p939.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p939.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 218.967627, "b": 329.417872 }, "text": "Max=0.05 cfs @", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p939.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 235.753033, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "11.70 hrs", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p939.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 432.78, "t": 372.144, "r": 560.4, "b": 325.056 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p939.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 23 } ], "reading_order": 2 }, { "id": "p939.4", "order": 28, "type": "footer", "bbox": { "l": 489.84, "t": 231.36, "r": 541.44, "b": 219.84 }, "text": "Exfiltration", "attrs": { "block_label": "footer" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 940, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p940.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 739.44, "r": 560.64, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 319", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p940.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 738, "r": 413.28, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p940.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p940.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.32, "r": 537.12, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p940.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p940.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 941, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p941.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 561.12, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 320", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p941.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p941.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.56, "b": 672.72 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p941.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 667.68, "r": 552.48, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=93.85'\n0.26\n0.24\n0.22 Storage=0.004 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.08\n0.05 cfs\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p941.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 382.08, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p941.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p941.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 356.4, "r": 496.08, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 942, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p942.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.2, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 321", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p942.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p942.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p942.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p942.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.84, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 943, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p943.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p943.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p943.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 322", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p943.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.84, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p943.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p943.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p943.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p943.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p943.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.37\n93.30\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p943.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.05\n0.05\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 944, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p944.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p944.2", "order": 2, "type": "header", "bbox": { "l": 445.68, "t": 739.2, "r": 561.6, "b": 699.12 }, "text": "0 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nPage 323", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p944.3", "order": 3, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 399.12, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p944.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p944.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p944.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p944.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p944.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p944.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p944.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p944.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p944.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 945, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p945.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 561.36, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 324", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p945.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p945.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 2 }, { "id": "p945.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p945.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p945.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p945.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 946, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 22, "text": 2 }, "build_ms": 4, "items": [ { "id": "p946.1", "order": 1, "type": "header", "bbox": { "l": 359.52, "t": 739.2, "r": 560.4, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 325", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p946.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p946.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p946.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 663.12, "r": 540, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten= 75%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.82' @ 12.24 hrs Surf.Area= 0.008 ac Storage= 0.003 af\n\nPlug-Flow detention time= 7.3 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 7.3 min (747.7 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p946.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p946.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p946.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p946.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p946.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p946.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p946.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p946.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p946.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p946.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.46 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p946.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p946.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p946.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p946.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p946.6", "order": 19, "type": "text", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5 }, { "id": "p946.7", "order": 20, "type": "table", "bbox": { "l": 49.68, "t": 382.56, "r": 559.2, "b": 311.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p946.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p946.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p946.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p946.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p946.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p946.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.83 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 6 }, { "id": "p946.8", "order": 27, "type": "table", "bbox": { "l": 56.16, "t": 290.64, "r": 554.4, "b": 215.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p946.8.1", "order": 28, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p946.8.2", "order": 29, "type": "table_cell", "bbox": { "l": 56.16, "t": 253.2, "r": 305.28, "b": 215.76 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p946.8.3", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p946.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 947, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "footer": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p947.1", "order": 1, "type": "figure", "bbox": { "l": 53.76, "t": 738.48, "r": 561.12, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 326" }, "reading_order": 0 }, { "id": "p947.2", "order": 2, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p947.3", "order": 3, "type": "text", "bbox": { "l": 50.4, "t": 662.88, "r": 554.64, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage\n\n6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement\n\n784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage\n\nChamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17'\n\n6 Chambers\n29.0 cy Field\n20.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p947.4", "order": 4, "type": "figure", "bbox": { "l": 286.08, "t": 311.04, "r": 323.52, "b": 85.68 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p947.5", "order": 5, "type": "footer", "bbox": { "l": 286.08, "t": 66, "r": 325.2, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 948, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p948.1", "order": 1, "type": "header", "bbox": { "l": 358.8, "t": 739.44, "r": 561.12, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 327", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p948.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 393.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p948.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.32, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p948.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 669.84, "r": 552.48, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=93.82'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1\n0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p948.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.56, "b": 367.68 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p948.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p948.7", "order": 7, "type": "figure", "bbox": { "l": 62.4, "t": 357.84, "r": 489.12, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p948.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p948.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p948.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 949, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p949.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 328", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p949.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 395.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p949.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p949.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p949.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 660.72, "r": 551.76, "b": 407.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p949.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.68, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 950, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p950.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 560.64, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 329", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p950.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p950.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p950.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p950.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p950.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p950.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p950.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.30\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p950.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.07\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 951, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p951.1", "order": 1, "type": "header", "bbox": { "l": 359.28, "t": 738.72, "r": 561.12, "b": 700.32 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 330", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p951.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 398.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p951.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p951.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p951.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p951.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p951.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p951.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p951.5", "order": 9, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p951.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p951.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 952, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p952.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.44, "r": 561.36, "b": 702 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 331", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p952.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p952.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 2 }, { "id": "p952.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p952.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p952.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p952.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 953, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 34, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 25, "text": 1 }, "build_ms": 5, "items": [ { "id": "p953.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.2, "r": 560.4, "b": 700.08 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 332", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p953.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 392.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p953.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p953.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 662.64, "r": 542.88, "b": 536.4 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10\" for 10 YR-F event\nInflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf\nOutflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af\n\nPlug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow)\nCenter-of-Mass det. time= 5.3 min (745.7 - 740.4)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p953.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p953.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p953.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p953.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p953.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p953.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p953.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p953.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p953.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p953.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.48, "r": 556.56, "b": 465.12 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p953.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p953.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p953.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p953.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p953.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.76, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p953.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.76, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p953.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.76, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p953.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p953.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p953.7", "order": 24, "type": "table", "bbox": { "l": 49.68, "t": 382.32, "r": 558.72, "b": 311.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p953.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p953.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p953.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p953.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p953.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p953.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.85 hrs HW=94.03' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 6 }, { "id": "p953.8", "order": 31, "type": "table", "bbox": { "l": 56.4, "t": 292.56, "r": 554.16, "b": 215.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 1, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p953.8.1", "order": 32, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p953.8.2", "order": 33, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p953.9", "order": 34, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 954, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p954.1", "order": 1, "type": "header", "bbox": { "l": 359.76, "t": 739.44, "r": 560.64, "b": 699.6 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 333", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p954.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.76, "r": 392.4, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p954.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p954.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 665.04, "r": 554.4, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p954.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p954.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 955, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 1, "items": [ { "id": "p955.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 334", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p955.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p955.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p955.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 669.84, "r": 552.24, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.28 cfs Discarded\n0.3\n0.28 Inflow Area=1,850 sf\nPeak Elev=94.78'\n0.26\n0.24\n0.22 Storage=0.003 af\n0.2\n0.18\n(cfs)\n0.16\nFlow 0.14\n0.12\n0.1 0.08 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p955.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p955.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p955.7", "order": 7, "type": "figure", "bbox": { "l": 62.88, "t": 358.32, "r": 486.96, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p955.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p955.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.56, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p955.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 956, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p956.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 739.2, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC\nPage 335", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p956.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 395.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p956.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p956.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p956.5", "order": 5, "type": "figure", "bbox": { "l": 63.36, "t": 659.28, "r": 502.56, "b": 407.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p956.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p956.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.2 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 957, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 12, "items": [ { "id": "p957.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 336", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p957.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 398.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p957.3", "order": 3, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p957.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p957.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p957.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.17\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p957.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.001\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p957.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.26\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p957.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.08\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 958, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p958.1", "order": 1, "type": "header", "bbox": { "l": 359.04, "t": 738.72, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 337", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p958.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 397.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p958.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.32, "b": 673.2 }, "text": "Stage-Discharge for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p958.4", "order": 4, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 284.16, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p958.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p958.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p958.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p958.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p958.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p958.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p958.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 959, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 4, "items": [ { "id": "p959.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.44, "r": 561.36, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 338", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p959.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 387.84, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p959.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.48, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7", "reading_order": 2 }, { "id": "p959.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p959.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p959.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p959.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 960, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footer": 1, "table": 1, "table_cell": 33, "text": 1 }, "build_ms": 7, "items": [ { "id": "p960.1", "order": 1, "type": "text", "bbox": { "l": 102.96, "t": 688.08, "r": 507.6, "b": 649.44 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\n\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p960.2", "order": 2, "type": "table", "bbox": { "l": 49.92, "t": 675.102457, "r": 563.52, "b": 67.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 33, "cells_flagged": 0 } }, "children": [ { "id": "p960.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 107.520001, "t": 675.102457, "r": 504.19892, "b": 651.137877 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p960.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p960.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 259.740969, "t": 639.046244, "r": 557.730971, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p960.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p960.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 259.740969, "t": 603.046244, "r": 557.730971, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p960.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 566.9824659999999, "r": 205.131515, "b": 555.017886 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p960.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 259.740969, "t": 567.046244, "r": 557.730971, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p960.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p960.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 259.740969, "t": 531.046244, "r": 557.730971, "b": 508.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p960.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p960.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 259.740969, "t": 495.046244, "r": 557.730971, "b": 472.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p960.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p960.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 259.740969, "t": 459.046244, "r": 557.730971, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p960.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p960.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 259.740969, "t": 423.046244, "r": 557.730971, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p960.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p960.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 259.740969, "t": 387.046221, "r": 557.730971, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p960.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p960.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 259.740969, "t": 351.046221, "r": 557.730971, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p960.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p960.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 282.599991, "t": 315.046221, "r": 557.506376, "b": 304.038834 }, "text": "Peak Elev=92.49' Storage=0.011 af Inflow=0.42 cfs 1,424 cf Outflow=0.03 cfs 1,424 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p960.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p960.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 282.599991, "t": 279.04622099999995, "r": 557.506376, "b": 268.03883399999995 }, "text": "Peak Elev=95.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p960.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p960.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 282.599991, "t": 243.04622099999995, "r": 557.506376, "b": 232.03883399999995 }, "text": "Peak Elev=94.42' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p960.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p960.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 282.599991, "t": 207.04622099999995, "r": 557.506376, "b": 196.03883399999995 }, "text": "Peak Elev=94.45' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p960.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p960.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 282.599991, "t": 171.04622099999995, "r": 557.506376, "b": 160.03883399999995 }, "text": "Peak Elev=93.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p960.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p960.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 282.599991, "t": 135.04622099999995, "r": 557.506376, "b": 124.03883399999995 }, "text": "Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p960.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p960.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 282.599991, "t": 99.04622099999995, "r": 557.506376, "b": 88.03883399999995 }, "text": "Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 1 }, { "id": "p960.3", "order": 36, "type": "footer", "bbox": { "l": 50.16, "t": 738.72, "r": 561.6, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 339", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 961, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", 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"type": "text", "bbox": { "l": 51.6, "t": 651.84, "r": 225.84, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=94.44' Storage=0.006 af Inflow=0.42 cfs 1,424 cf\nOutflow=0.07 cfs 1,424 cf", "reading_order": 3 }, { "id": "p961.5", "order": 5, "type": "text", "bbox": { "l": 279.84, "t": 652.8, "r": 560.64, "b": 626.88 }, "text": "Peak Elev=95.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf", "reading_order": 4 }, { "id": "p961.6", "order": 6, "type": "text", "bbox": { "l": 120.48, "t": 616.32, "r": 268.32, "b": 592.08 }, "text": "Total Runoff Area = 16,650 sf\nRunoff Volume = 12,820 cf Average Runoff Depth = 9.24\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 5 }, { "id": "p961.7", "order": 7, "type": "text", "bbox": { "l": 271.2, "t": 616.32, "r": 561.6, "b": 590.16 }, "text": "Runoff Volume = 12,820 cf Average Runoff Depth = 9.24\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 6 } ] }, { 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p962.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p962.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p962.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p962.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.208, "t": 602.34, "r": 498.144, "b": 580.08 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p962.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 498.144, "t": 602.34, "r": 610.08, "b": 580.08 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p962.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p962.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p962.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p962.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.208, "t": 580.08, "r": 498.144, "b": 557.82 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p962.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 498.144, "t": 580.08, "r": 610.08, "b": 557.82 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p962.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p962.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p962.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p962.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p962.5.18", "order": 23, "type": "table_cell", 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"caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.28, "b": 672.96 }, "text": "Hydrograph for Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p963.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p963.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p964.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p964.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p964.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p964.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.208, "t": 602.01, "r": 498.144, "b": 579.72 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p964.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 498.144, "t": 602.01, "r": 610.08, "b": 579.72 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p964.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p964.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p964.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p964.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.208, "t": 579.72, "r": 498.144, "b": 557.43 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p964.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 498.144, "t": 579.72, "r": 610.08, "b": 557.43 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p964.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p964.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p964.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p964.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p964.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p964.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p964.7", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p964.8", "order": 26, "type": "figure", "bbox": { "l": 63.84, "t": 396.96, "r": 495.84, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 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"bbox": { "l": 180.72, "t": 687.6, "r": 431.52, "b": 672.96 }, "text": "Hydrograph for Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p965.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p965.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p965.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p965.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p965.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p965.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 966, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 3, "items": [ { "id": "p966.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p966.2", "order": 2, "type": "header", "bbox": { "l": 458.4, "t": 738.72, "r": 561.12, "b": 699.36 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 345", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p966.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 390.72, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p966.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p966.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 669.6, "r": 609.84, "b": 491.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p966.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.4, "t": 669.6, "r": 609.84, "b": 647.28 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p966.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 39P : Subsurface Basin Lot 2", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p966.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p966.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p966.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p966.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p966.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.064, "t": 602.64, "r": 497.952, "b": 580.32 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p966.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 497.952, "t": 602.64, "r": 609.84, "b": 580.32 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p966.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p966.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p966.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p966.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.064, "t": 580.32, "r": 497.952, "b": 558 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p966.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 497.952, "t": 580.32, "r": 609.84, "b": 558 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p966.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p966.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p966.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p966.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p966.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p966.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p966.7", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p966.8", "order": 26, "type": "figure", "bbox": { "l": 64.32, "t": 396.96, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p966.9", "order": 27, "type": "footnote", "bbox": { "l": 90.96, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p966.10", "order": 28, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 967, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, 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180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p967.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p967.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p967.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p967.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p967.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p967.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 968, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 3, "items": [ { "id": "p968.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p968.2", "order": 2, "type": "header", "bbox": { "l": 452.88, "t": 738.72, "r": 560.4, "b": 699.36 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 347", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p968.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 390.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p968.4", "order": 4, "type": "title", "bbox": { "l": 177.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p968.5", "order": 5, "type": "table", "bbox": { "l": 50.4, "t": 669.36, "r": 609.84, "b": 491.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p968.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 50.4, "t": 669.36, "r": 609.84, "b": 647.07 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p968.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 41P : Subsurface Basin Lot 9", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p968.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p968.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p968.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p968.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p968.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.064, "t": 602.49, "r": 497.952, "b": 580.2 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p968.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 497.952, "t": 602.49, "r": 609.84, "b": 580.2 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p968.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p968.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p968.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p968.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.064, "t": 580.2, "r": 497.952, "b": 557.91 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p968.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 497.952, "t": 580.2, "r": 609.84, "b": 557.91 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p968.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p968.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p968.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p968.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p968.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p968.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.52, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p968.7", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p968.8", "order": 26, "type": "figure", "bbox": { "l": 64.08, "t": 397.44, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p968.9", "order": 27, "type": "footnote", "bbox": { "l": 91.2, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p968.10", "order": 28, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 969, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p969.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p969.2", "order": 2, "type": "header", "bbox": { "l": 447.36, "t": 738.96, "r": 561.6, "b": 699.6 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 348", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p969.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p969.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p969.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p969.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p969.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p969.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p969.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p969.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 970, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 3, "items": [ { "id": "p970.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p970.2", "order": 2, "type": "header", "bbox": { "l": 458.16, "t": 738.72, "r": 561.12, "b": 699.36 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 349", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p970.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 390.96, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p970.4", "order": 4, "type": "title", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p970.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660.24, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"\nRouted to Pond 43P : Subsurface Basin Lot 10", "reading_order": 4 }, { "id": "p970.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p970.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p970.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p970.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p970.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p970.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p970.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p970.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p970.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p970.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p970.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p970.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p970.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p970.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p970.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p970.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p970.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p970.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p970.8", "order": 24, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408.24 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p970.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p970.10", "order": 26, "type": "figure", "bbox": { "l": 64.08, "t": 396.72, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p970.11", "order": 27, "type": "footnote", "bbox": { "l": 90.96, "t": 154.32, "r": 492.48, "b": 136.32 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p970.12", "order": 28, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 971, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p971.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 561.12, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p971.2", "order": 2, "type": "header", "bbox": { "l": 446.64, "t": 738.96, "r": 561.36, "b": 699.36 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 350", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p971.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p971.4", "order": 4, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 435.12, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p971.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p971.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p971.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p971.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p971.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p971.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 972, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 28, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p972.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p972.2", "order": 2, "type": "header", "bbox": { "l": 457.68, "t": 738.72, "r": 560.4, "b": 699.36 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 351", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p972.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 391.2, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p972.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p972.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660, "r": 463.92, "b": 634.32 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 4 }, { "id": "p972.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "reading_order": 5 }, { "id": "p972.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p972.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p972.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p972.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p972.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p972.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p972.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p972.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p972.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p972.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p972.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p972.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p972.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p972.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p972.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p972.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p972.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p972.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p972.9", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p972.10", "order": 26, "type": "figure", "bbox": { "l": 64.08, "t": 397.2, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p972.11", "order": 27, "type": "footnote", "bbox": { "l": 91.2, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p972.12", "order": 28, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.96, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 973, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p973.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 738.96, "r": 560.64, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 352", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p973.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 399.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p973.3", "order": 3, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p973.4", "order": 4, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p973.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p973.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p974.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p974.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p974.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p974.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 386.208, "t": 602.25, "r": 498.144, "b": 579.96 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p974.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 498.144, "t": 602.25, "r": 610.08, "b": 579.96 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p974.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p974.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p974.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p974.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 386.208, "t": 579.96, "r": 498.144, "b": 557.67 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p974.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 498.144, "t": 579.96, "r": 610.08, "b": 557.67 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p974.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p974.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p974.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p974.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p974.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 4 }, { "id": "p974.6", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p974.7", "order": 25, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p974.8", "order": 26, "type": "figure", "bbox": { "l": 64.32, "t": 397.2, "r": 496.08, "b": 141.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p974.9", "order": 27, "type": "footnote", "bbox": { "l": 91.2, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p974.10", "order": 28, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 975, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p975.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p975.2", "order": 2, "type": "header", "bbox": { "l": 448.32, "t": 738.96, "r": 560.88, "b": 699.6 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 354", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p975.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 398.4, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p975.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p975.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p975.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": 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(inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p975.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p975.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p975.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 976, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 3, "items": [ { "id": "p976.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 738.96, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 355", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p976.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 391.68, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p976.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p976.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 668.64, "r": 610.08, "b": 490.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p976.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.4, "t": 668.64, "r": 610.08, "b": 646.41 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p976.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 52P : Subsurface Basin Lot 6", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p976.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p976.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p976.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p976.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p976.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 386.208, "t": 601.95, "r": 498.144, "b": 579.72 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p976.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 498.144, "t": 601.95, "r": 610.08, "b": 579.72 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p976.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p976.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p976.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p976.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 386.208, "t": 579.72, "r": 498.144, "b": 557.49 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p976.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 498.144, "t": 579.72, "r": 610.08, "b": 557.49 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p976.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p976.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p976.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p976.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p976.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 3 }, { "id": "p976.5", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p976.6", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p976.7", "order": 25, "type": "figure", "bbox": { "l": 64.08, "t": 397.44, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p976.8", "order": 26, "type": "footnote", "bbox": { "l": 91.2, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p976.9", "order": 27, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 977, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p977.1", "order": 1, "type": "header", "bbox": { "l": 449.76, "t": 738.96, "r": 561.36, "b": 699.6 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 356", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p977.2", "order": 2, "type": "header", "bbox": { "l": 350.88, "t": 738.72, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p977.3", "order": 3, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 393.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p977.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p977.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p977.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p977.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p977.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p977.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p977.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 978, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 1, "footer": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 18, "title": 1 }, "build_ms": 3, "items": [ { "id": "p978.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 357", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p978.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p978.3", "order": 3, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p978.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 669.12, "r": 610.08, "b": 490.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p978.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.4, "t": 669.12, "r": 610.08, "b": 646.8 }, "text": "Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24\"", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p978.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 69.023569, "t": 647.142458, "r": 283.819519, "b": 635.177878 }, "text": "Routed to Pond 56P : Subsurface Basin Lot 7", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 1 }, { "id": "p978.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 623.142458, "r": 606.929562, "b": 599.177878 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 2 }, { "id": "p978.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p978.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p978.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p978.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 386.208, "t": 602.16, "r": 498.144, "b": 579.84 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p978.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 498.144, "t": 602.16, "r": 610.08, "b": 579.84 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p978.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "1,850\n1,850", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p978.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p978.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 296.653009, "b": 547.337871 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p978.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 386.208, "t": 579.84, "r": 498.144, "b": 557.52 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p978.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 498.144, "t": 579.84, "r": 610.08, "b": 557.52 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p978.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p978.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p978.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p978.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p978.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Capacity (cfs)", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 } ], "reading_order": 3 }, { "id": "p978.5", "order": 23, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p978.6", "order": 24, "type": "caption", "bbox": { "l": 254.88, "t": 401.76, "r": 305.76, "b": 391.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p978.7", "order": 25, "type": "figure", "bbox": { "l": 64.32, "t": 397.2, "r": 496.08, "b": 142.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.46\n0.42 cfs\n0.44\n0.4 NOAA 24-hr D\n0.42\n0.36 100 YR-C Rainfall=9.48\"\n0.38\n0.32 Runoff Area=1,850 sf\n0.34\n0.28 Runoff Volume=1,424 cf\n0.3\n(cfs) 0.24 Runoff Depth=9.24\"\n0.26\nFlow 0.2 Flow Length=45'\n0.22\n0.16 Tc=0.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 6 }, { "id": "p978.8", "order": 26, "type": "footnote", "bbox": { "l": 90.96, "t": 154.32, "r": 492.48, "b": 136.08 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p978.9", "order": 27, "type": "footer", "bbox": { "l": 510.24, "t": 380.4, "r": 546.72, "b": 368.88 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 979, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p979.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 561.12, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p979.2", "order": 2, "type": "header", "bbox": { "l": 446.16, "t": 738.96, "r": 561.6, "b": 699.36 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 358", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p979.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 397.68, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p979.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p979.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p979.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p979.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p979.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p979.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.860726, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.09\n0.32\n0.61\n1.02\n1.65\n4.31\n7.36\n8.01\n8.43\n8.74\n9.01\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24\n9.24", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p979.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, 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"l": 166.8, "t": 687.6, "r": 445.2, "b": 672.72 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p980.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 662.64, "r": 548.16, "b": 536.4 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf\nOutflow = 0.03 cfs @ 11.13 hrs, Volume= 1,424 cf, Atten= 92%, Lag= 0.0 min\nDiscarded = 0.03 cfs @ 11.13 hrs, Volume= 1,424 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.49' @ 13.11 hrs Surf.Area= 0.013 ac Storage= 0.011 af\n\nPlug-Flow detention time= 93.8 min calculated for 1,424 cf (100% of inflow)\nCenter-of-Mass det. time= 93.8 min ( 828.7 - 735.0 )", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p980.5", "order": 5, "type": "table", "bbox": { "l": 52.08, "t": 529.44, "r": 558, "b": 424.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p980.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p980.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p980.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p980.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p980.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p980.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "91.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p980.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.008 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p980.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 404.37553, "b": 501.137889 }, "text": "10.06'W x 57.33'L x 2.17'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p980.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 431.52, "t": 476.88, "r": 558, "b": 450.6 }, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p980.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p980.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "91.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p980.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.006 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p980.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 12 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p980.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p980.7", "order": 20, "type": "table", "bbox": { "l": 49.44, "t": 381.6, "r": 558.24, "b": 313.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=91.02' (Free Discharge)" } ] } }, "children": [ { "id": "p980.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p980.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p980.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p980.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p980.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p980.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.03 cfs @ 11.13 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p980.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.04, "t": 347.64, "r": 558.24, "b": 330.66 }, "text": "HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p980.8", "order": 28, "type": "table", "bbox": { "l": 53.04, "t": 298.8, "r": 556.08, "b": 217.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p980.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p980.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p980.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.014 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 981, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p981.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.44, "r": 561.12, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 360", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p981.2", "order": 2, "type": "header", "bbox": { "l": 46.32, "t": 738, "r": 386.64, "b": 698.4 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p981.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p981.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 663.36, "r": 554.64, "b": 320.64 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p981.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p981.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 982, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 1, "items": [ { "id": "p982.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.72, "r": 560.88, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 361", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p982.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.28, "r": 392.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p982.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.36, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p982.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 665.28, "r": 552.72, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=92.49'\n0.4\n0.36\nStorage=0.011 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06 0.03 cfs\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p982.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 405.6, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p982.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p982.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 357.6, "r": 486.24, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p982.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.2, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p982.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p982.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 983, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p983.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 362", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p983.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p983.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.36, "r": 405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p983.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p983.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 663.36, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 984, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", 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170.88, "t": 687.6, "r": 440.88, "b": 673.2 }, "text": "Hydrograph for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p984.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 662.88, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p984.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p984.5.2", "order": 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4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p987.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p987.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p987.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p987.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p987.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p987.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p987.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p987.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 433.14, "t": 636.7733, "r": 560.88, "b": 584.2667 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p987.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p987.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p987.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p987.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p987.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.009 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p987.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p987.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p987.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p987.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p987.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p987.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 514.305349, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p987.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 149.09491, "b": 329.297892 }, "text": "Discarded OutFlow", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p987.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 68.399998, "t": 341.382452, "r": 428.137884, "b": 317.297892 }, "text": "Max=0.08 cfs @ 11.73 hrs HW=94.02' (Free Discharge)\\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p987.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 988, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "footer": 1, "header": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p988.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.72, "r": 559.68, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 367", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p988.2", "order": 2, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p988.3", "order": 3, "type": "text", "bbox": { "l": 50.64, "t": 663.6, "r": 555.36, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p988.4", "order": 4, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p988.5", "order": 5, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 989, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p989.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.96, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 368", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p989.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p989.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p989.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 666.48, "r": 552.24, "b": 401.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=95.37'\n0.4\n0.36\nStorage=0.006 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.08 cfs\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p989.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p989.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p989.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.24, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p989.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.56, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p989.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.56, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p989.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 990, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p990.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 369", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p990.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.04, "r": 401.52, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p990.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 405.84, "b": 673.44 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p990.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p990.5", "order": 5, "type": "figure", "bbox": { "l": 64.56, "t": 658.8, "r": 505.2, "b": 408.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p990.6", "order": 6, "type": "footnote", "bbox": { "l": 81.6, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p990.7", "order": 7, "type": "footnote", "bbox": { "l": 506.64, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 991, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p991.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p991.2", "order": 2, "type": "header", "bbox": { "l": 448.56, "t": 738.96, "r": 561.6, "b": 699.12 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 370", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p991.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p991.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.12, "b": 673.2 }, "text": "Hydrograph for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p991.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 662.88, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p991.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p991.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p991.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p991.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.64\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p991.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.08\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 992, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p992.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p992.2", "order": 2, "type": "header", "bbox": { "l": 449.52, "t": 739.2, "r": 561.12, "b": 699.6 }, "text": "0 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 371", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p992.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.92, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p992.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.6, "b": 673.2 }, "text": "Stage-Discharge for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p992.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 284.16, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p992.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p992.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p992.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p992.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p992.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p992.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p992.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 993, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p993.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.44, "r": 561.6, "b": 702.72 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 372", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p993.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 389.76, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p993.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.36, "r": 559.68, "b": 698.88 }, "text": "Page 372", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p993.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 3 }, { "id": "p993.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p993.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p993.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p993.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 994, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 29, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 2, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p994.1", "order": 1, "type": "figure", "bbox": { "l": 54.96, "t": 738.48, "r": 562.08, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 373" }, "reading_order": 0 }, { "id": "p994.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p994.3", "order": 3, "type": "text", "bbox": { "l": 53.28, "t": 662.88, "r": 540, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf\nOutflow = 0.07 cfs @ 11.63 hrs, Volume= 1,424 cf, Atten= 84%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.63 hrs, Volume= 1,424 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.42' @ 12.50 hrs Surf.Area= 0.009 ac Storage= 0.007 af\n\nPlug-Flow detention time= 20.2 min calculated for 1,424 cf (100% of inflow)\nCenter-of-Mass det. time= 20.2 min (755.1 - 735.0)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p994.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 423.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p994.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p994.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p994.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p994.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p994.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p994.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p994.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p994.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 49.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p994.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.4, "r": 556.56, "b": 449.88 }, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p994.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p994.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p994.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p994.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 3 }, { "id": "p994.5", "order": 18, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p994.6", "order": 19, "type": "table", "bbox": { "l": 50.88, "t": 383.28, "r": 559.92, "b": 219.49787400000002 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p994.6.1", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p994.6.2", "order": 21, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p994.6.3", "order": 22, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p994.6.4", "order": 23, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p994.6.5", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p994.6.6", "order": 25, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.63 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 }, { "id": "p994.6.7", "order": 26, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 6 }, { "id": "p994.6.8", "order": 27, "type": "table_cell", "bbox": { "l": 50.88, "t": 247.08, "r": 432.66, "b": 219.84 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 7 }, { "id": "p994.6.9", "order": 28, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 } ], "reading_order": 5 }, { "id": "p994.7", "order": 29, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 995, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "footer": 1, "header": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p995.1", "order": 1, "type": "header", "bbox": { "l": 54, "t": 738.96, "r": 559.68, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 374", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p995.2", "order": 2, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p995.3", "order": 3, "type": "text", "bbox": { "l": 50.4, "t": 664.08, "r": 555.12, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p995.4", "order": 4, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p995.5", "order": 5, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 996, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, 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"bbox": { "l": 62.64, "t": 665.28, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=94.42'\n0.4\n0.36\nStorage=0.007 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1 0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p996.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p996.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p996.7", "order": 7, "type": "figure", "bbox": { "l": 63.12, "t": 358.32, "r": 486.96, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p996.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p996.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p996.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 997, "width": 612, "height": 792, "rotation": 0, "pipeline_version": 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{ "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p997.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p997.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 660.24, "r": 552, "b": 411.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 4 }, { "id": "p997.6", "order": 6, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, 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"text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 377", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p998.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p998.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p998.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p998.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p998.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p998.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.68\n93.62\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p998.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.07\n0.07\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 999, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p999.1", "order": 1, "type": "header", "bbox": { "l": 462, "t": 739.2, "r": 561.84, "b": 699.36 }, "text": "R-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 378", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p999.2", "order": 2, "type": "header", "bbox": { "l": 352.32, "t": 738.96, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p999.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 395.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p999.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p999.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p999.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p999.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p999.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p999.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p999.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p999.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p999.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1000, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p1000.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.44, "r": 561.6, "b": 703.2 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 379", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1000.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 383.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1000.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.68, "b": 699.12 }, "text": "Page 379", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1000.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p1000.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1000.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1000.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1000.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1001, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 30, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1001.1", "order": 1, "type": "figure", "bbox": { "l": 54.48, "t": 738.72, "r": 562.08, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 380" }, "reading_order": 0 }, { "id": "p1001.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1001.3", "order": 3, "type": "text", "bbox": { "l": 53.04, "t": 662.88, "r": 540.24, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf\nOutflow = 0.07 cfs @ 11.62 hrs, Volume= 1,424 cf, Atten= 84%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.62 hrs, Volume= 1,424 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.45' @ 12.50 hrs Surf.Area= 0.008 ac Storage= 0.007 af\n\nPlug-Flow detention time= 20.3 min calculated for 1,424 cf (100% of inflow)\nCenter-of-Mass det. time= 20.3 min (755.2 - 735.0)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1001.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 423.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 48.33'L x 2.17'H Field A\\n0.018 af Overall - 0.005…" } ] } }, "children": [ { "id": "p1001.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1001.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1001.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1001.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1001.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1001.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1001.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1001.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 430.56, "t": 494, "r": 556.56, "b": 458.56 }, "text": "7.65'W x 48.33'L x 2.17'H Field A\\n0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1001.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1001.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1001.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1001.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 3 }, { "id": "p1001.5", "order": 17, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1001.6", "order": 18, "type": "table", "bbox": { "l": 49.2, "t": 381.6, "r": 558.48, "b": 313.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, 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"table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1001.6.5", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n—1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1001.6.6", "order": 24, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.62 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1001.6.7", "order": 25, "type": "table_cell", "bbox": { "l": 431.16, "t": 347.64, "r": 558.48, "b": 330.66 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 5 }, { "id": "p1001.7", "order": 26, "type": "table", "bbox": { "l": 53.28, "t": 298.32, "r": 556.08, "b": 217.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1001.7.1", "order": 27, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1001.7.2", "order": 28, "type": "table_cell", "bbox": { "l": 53.28, "t": 257.76, "r": 304.68, "b": 217.2 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1001.7.3", "order": 29, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 6 }, { "id": "p1001.8", "order": 30, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1002, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p1002.1", "order": 1, "type": "header", "bbox": { "l": 53.52, "t": 738.72, "r": 559.92, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 381", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1002.2", "order": 2, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1002.3", "order": 3, "type": "text", "bbox": { "l": 50.88, "t": 662.88, "r": 553.68, "b": 319.44 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n3 Rows x 18.0\" 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324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1003, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1003.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.96, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 382", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1003.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 737.52, "r": 397.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1003.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1003.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 665.28, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=94.45'\n0.4\n0.36\nStorage=0.007 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1 0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1003.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.08, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1003.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1003.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.96, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1003.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1003.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { 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Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1004.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 405.84, "b": 673.44 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1004.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1004.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 663.36, "r": 551.04, "b": 405.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 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"text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1005.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1005.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 558.96, "b": 699.12 }, "text": "Page 384", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1005.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1005.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1005.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1005.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1005.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1005.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.69\n93.63\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1005.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.07\n0.07\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1006, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1006.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 738.96, "r": 560.88, "b": 709.44 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1006.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 397.2, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1006.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 385", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1006.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1006.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1006.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1006.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1006.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1006.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1006.6", "order": 10, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1006.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1006.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1007, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1007.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 561.36, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 386", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1007.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 386.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1007.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 2 }, { "id": "p1007.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1007.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1007.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1007.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1008, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "header": 1, "table": 1, "table_cell": 22 }, "build_ms": 4, "items": [ { "id": "p1008.1", "order": 1, "type": "header", "bbox": { "l": 51.36, "t": 738.96, "r": 560.64, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 387", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1008.2", "order": 2, "type": "table", "bbox": { "l": 49.92, "t": 689.28, "r": 561.12, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p1008.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1008.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1008.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1008.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1008.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1008.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1008.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1008.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 433.32, "t": 636.8, "r": 561.12, "b": 584.32 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1008.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1008.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1008.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1008.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1008.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.009 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1008.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1008.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1008.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p1008.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p1008.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p1008.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 514.305349, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p1008.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 149.09491, "b": 329.297892 }, "text": "Discarded OutFlow", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1008.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 68.399998, "t": 341.382452, "r": 428.137884, "b": 317.297892 }, "text": "Max=0.08 cfs @ 11.73 hrs HW=92.02' (Free Discharge)\\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1008.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 1009, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 1, "footer": 1, "header": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1009.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.72, "r": 559.68, "b": 698.4 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 388", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1009.2", "order": 2, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1009.3", "order": 3, "type": "text", "bbox": { "l": 50.4, "t": 664.08, "r": 554.4, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1009.4", "order": 4, "type": "figure", "bbox": { "l": 285.12, "t": 310.8, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p1009.5", "order": 5, "type": "footer", "bbox": { "l": 285.36, "t": 66.48, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1010, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 2, "header": 2, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1010.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.96, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 389", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1010.2", "order": 2, "type": "header", "bbox": { "l": 54.48, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD[p1010.2.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "children": [ { "id": "p1010.2.1", "order": 3, "type": "form_field", "bbox": { "l": 97.92, "t": 711.92, "r": 109.92, "b": 699.92 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true }, "reading_order": 0 }, { "id": "p1010.2.2", "order": 4, "type": "text", "bbox": { "l": 54.48, "t": 737.52, "r": 402, "b": 699.12 }, "text": "^{\\circledR}", "attrs": { "inline": true, "text_offset": 81, "text_span": 11, "bbox_estimated": true }, "reading_order": 1 } ], "level": 2, "reading_order": 1 }, { "id": "p1010.3", "order": 5, "type": "caption", "bbox": { "l": 202.08, "t": 687.6, "r": 409.44, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1010.4", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 666, "r": 552.48, "b": 401.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=93.37'\n0.4\n0.36\nStorage=0.006 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.08 cfs\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1010.5", "order": 7, "type": "caption", "bbox": { "l": 201.36, "t": 381.84, "r": 409.44, "b": 367.92 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1010.6", "order": 8, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1010.7", "order": 9, "type": "figure", "bbox": { "l": 63.6, "t": 357.36, "r": 486.24, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1010.8", "order": 10, "type": "footnote", "bbox": { "l": 497.76, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1010.8.1", "order": 11, "type": "form_field", "bbox": { "l": 497.76, "t": 340.32, "r": 509.04, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p1010.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 1011, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1011.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.96, "r": 560.88, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 390", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1011.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.04, "r": 402, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1011.3", "order": 3, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1011.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1011.5", "order": 5, "type": "figure", "bbox": { "l": 65.04, "t": 659.04, "r": 506.64, "b": 407.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n94\n(feet)\nElevation\n93\nADS N-12 15\"\nField A\n92\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p1011.6", "order": 6, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p1011.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1012, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1012.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1012.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1012.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 558.72, "b": 699.12 }, "text": "Page 391", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1012.4", "order": 4, "type": "caption", "bbox": { "l": 167.52, "t": 687.6, "r": 445.2, "b": 672.96 }, "text": "Hydrograph for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1012.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1012.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1012.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1012.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1012.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.64\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1012.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.08\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1013, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1013.1", "order": 1, "type": "header", "bbox": { "l": 450.24, "t": 739.2, "r": 560.88, "b": 699.12 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 392", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1013.2", "order": 2, "type": "header", "bbox": { "l": 352.08, "t": 738.96, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1013.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 392.64, "b": 699.84 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1013.4", "order": 4, "type": "heading", "bbox": { "l": 154.56, "t": 687.6, "r": 457.2, "b": 673.2 }, "text": "Stage-Discharge for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1013.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.68, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1013.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1013.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1013.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1013.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1013.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1013.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1013.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1014, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1014.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 560.88, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 393", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1014.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 384.24, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1014.3", "order": 3, "type": "text", "bbox": { "l": 147.12, "t": 687.6, "r": 465.12, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10", "reading_order": 2 }, { "id": "p1014.4", "order": 4, "type": "table", "bbox": { "l": 56.16, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1014.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1014.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1014.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1015, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "header": 1, "table": 1, "table_cell": 22 }, "build_ms": 4, "items": [ { "id": "p1015.1", "order": 1, "type": "header", "bbox": { "l": 51.36, "t": 738.96, "r": 560.64, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 394", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1015.2", "order": 2, "type": "table", "bbox": { "l": 49.92, "t": 687.36, "r": 560.64, "b": 217.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" } ] } }, "children": [ { "id": "p1015.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1015.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1015.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1015.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1015.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1015.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1015.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1015.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 432.96, "t": 635.1467, "r": 560.64, "b": 582.9333 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1015.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1015.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1015.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1015.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31\" Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1015.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.012 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1015.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1015.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1015.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p1015.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p1015.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p1015.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 508.545309, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p1015.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 149.09491, "b": 329.297892 }, "text": "Discarded OutFlow", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1015.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 68.399998, "t": 341.382452, "r": 428.137884, "b": 317.297892 }, "text": "Max=0.05 cfs @ 11.44 hrs HW=93.02' (Free Discharge)\\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1015.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 1016, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1016.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.44, "r": 560.64, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 395", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1016.2", "order": 2, "type": "header", "bbox": { "l": 48.96, "t": 738, "r": 388.8, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1016.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1016.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 663.84, "r": 538.56, "b": 363.6 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1016.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.48, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1016.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1017, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1017.1", "order": 1, "type": "header", "bbox": { "l": 352.32, "t": 738.96, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 396", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1017.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1017.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1017.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.04, "r": 551.52, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=94.43'\n0.4\n0.36\nStorage=0.009 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08 0.05 cfs\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1017.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1017.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1017.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 355.92, "r": 487.2, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1017.8", "order": 8, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1017.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p1017.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 1018, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1018.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.72, "r": 560.88, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 397", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1018.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1018.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1018.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1018.5", "order": 5, "type": "figure", "bbox": { "l": 62.16, "t": 663.6, "r": 552.24, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1019, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p1019.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.2, "r": 561.12, "b": 711.6 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1019.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 396.96, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1019.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 398", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1019.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1019.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1019.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1019.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1019.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.007\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1019.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.72\n94.18\n93.34\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1019.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.05\n0.05\n0.05\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1020, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1020.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 738.96, "r": 560.88, "b": 708.96 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1020.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 392.4, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1020.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 399", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1020.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.44 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1020.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 661.92, "r": 283.68, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1020.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1020.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1020.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1020.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1020.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1020.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1020.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1021, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1021.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.2, "r": 560.88, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 400", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1021.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 385.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1021.3", "order": 3, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 2 }, { "id": "p1021.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.72, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1021.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1021.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1021.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1022, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 35, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 3, "table_cell": 27, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1022.1", "order": 1, "type": "figure", "bbox": { "l": 53.76, "t": 738.72, "r": 561.12, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 401" }, "reading_order": 0 }, { "id": "p1022.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1022.3", "order": 3, "type": "text", "bbox": { "l": 53.04, "t": 662.64, "r": 541.2, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf\nOutflow = 0.05 cfs @ 11.44 hrs, Volume= 1,424 cf, Atten= 89%, Lag= 0.0 min\nDiscarded = 0.05 cfs @ 11.44 hrs, Volume= 1,424 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.43' @ 12.80 hrs Surf.Area= 0.011 ac Storage= 0.009 af\n\nPlug-Flow detention time= 47.0 min calculated for 1,424 cf (100% of inflow)\nCenter-of-Mass det. time= 47.0 min (782.0 - 735.0)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1022.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 529.44, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1022.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1022.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1022.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1022.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1022.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1022.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1022.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1022.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1022.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 430.32, "t": 486.816, "r": 556.32, "b": 465.504 }, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1022.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1022.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1022.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1022.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1022.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 52.32, "t": 444.192, "r": 178.32, "b": 422.88 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1022.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 178.32, "t": 444.192, "r": 304.32, "b": 422.88 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1022.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.012 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1022.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 3 }, { "id": "p1022.5", "order": 22, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1022.6", "order": 23, "type": "table", "bbox": { "l": 49.44, "t": 380.4, "r": 557.04, "b": 314.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1022.6.1", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1022.6.2", "order": 25, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1022.6.3", "order": 26, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1022.6.4", "order": 27, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1022.6.5", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1022.6.6", "order": 29, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.44 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1022.6.7", "order": 30, "type": "table_cell", "bbox": { "l": 430.14, "t": 347.52, "r": 557.04, "b": 331.08 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 5 }, { "id": "p1022.7", "order": 31, "type": "table", "bbox": { "l": 53.52, "t": 298.08, "r": 555.36, "b": 217.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1022.7.1", "order": 32, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1022.7.2", "order": 33, "type": "table_cell", "bbox": { "l": 53.52, "t": 257.64, "r": 304.44, "b": 217.2 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1022.7.3", "order": 34, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 6 }, { "id": "p1022.8", "order": 35, "type": "footnote", "bbox": { "l": 188.16, "t": 427.68, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1023, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1023.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 402", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1023.2", "order": 2, "type": "header", "bbox": { "l": 48.48, "t": 738, "r": 391.68, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1023.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1023.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 663.84, "r": 537.36, "b": 363.6 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1023.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.48, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1023.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1024, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 1, "items": [ { "id": "p1024.1", "order": 1, "type": "header", "bbox": { "l": 352.32, "t": 738.96, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 403", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1024.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1024.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1024.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.28, "r": 551.52, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=94.43'\n0.4\n0.36\nStorage=0.009 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08 0.05 cfs\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1024.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1024.6", "order": 6, "type": "caption", "bbox": { "l": 239.28, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1024.7", "order": 7, "type": "figure", "bbox": { "l": 62.64, "t": 355.92, "r": 487.44, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1024.8", "order": 8, "type": "footnote", "bbox": { "l": 498.24, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1024.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498.24, "t": 340.32, "r": 509.52, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p1024.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 1025, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1025.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 560.88, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 404", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1025.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1025.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1025.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1025.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1026, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1026.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1026.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 398.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1026.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 405", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1026.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1026.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1026.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1026.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1026.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.007\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1026.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.72\n94.18\n93.34\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1026.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.05\n0.05\n0.05\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1027, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1027.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.72, "r": 560.88, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 406", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1027.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 399.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1027.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1027.4", "order": 4, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1027.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1027.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1027.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1027.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 3 }, { "id": "p1027.5", "order": 9, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1027.5.1", "order": 10, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1027.5.2", "order": 11, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1028, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1028.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 561.36, "b": 704.88 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\" Printed 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1028.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 385.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1028.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 407", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1028.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p1028.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.96, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1028.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1028.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1028.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1029, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 3, "table_cell": 23, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1029.1", "order": 1, "type": "figure", "bbox": { "l": 54.72, "t": 738.72, "r": 561.84, "b": 698.88 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 408" }, "reading_order": 0 }, { "id": "p1029.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1029.3", "order": 3, "type": "text", "bbox": { "l": 53.52, "t": 662.88, "r": 537.12, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24\" for 100 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf\nOutflow = 0.07 cfs @ 11.66 hrs, Volume= 1,424 cf, Atten= 83%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.66 hrs, Volume= 1,424 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.44' @ 12.50 hrs Surf.Area= 0.008 ac Storage= 0.006 af\n\nPlug-Flow detention time= 18.7 min calculated for 1,424 cf (100% of inflow)\nCenter-of-Mass det. time= 18.7 min (753.7 - 735.0)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1029.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1029.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1029.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1029.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1029.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1029.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1029.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1029.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1029.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1029.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.16, "r": 556.56, "b": 449.52 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1029.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1029.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1029.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1029.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", 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"id": "p1029.6.2", "order": 21, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1029.6.3", "order": 22, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1029.6.4", "order": 23, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1029.6.5", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1029.6.6", "order": 25, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.66 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1029.6.7", "order": 26, "type": "table_cell", "bbox": { "l": 430.08, "t": 347.52, "r": 557.04, "b": 330.6 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 5 }, { "id": "p1029.7", "order": 27, "type": "table", "bbox": { "l": 53.28, "t": 298.56, "r": 556.08, "b": 217.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1029.7.1", "order": 28, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1029.7.2", "order": 29, "type": "table_cell", "bbox": { "l": 53.28, "t": 257.88, "r": 304.68, "b": 217.2 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1029.7.3", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 6 }, { "id": "p1029.8", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1030, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1030.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.2, "r": 560.64, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 409", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1030.2", "order": 2, "type": "header", "bbox": { "l": 48.48, "t": 737.76, "r": 388.32, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1030.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1030.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 665.04, "r": 554.4, "b": 319.68 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage\n6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement\n\n784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage\n\nChamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17'\n\n6 Chambers\n29.0 cy Field\n20.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1030.5", "order": 5, "type": "figure", "bbox": { "l": 286.08, "t": 311.04, "r": 323.52, "b": 85.68 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1030.6", "order": 6, "type": "footer", "bbox": { "l": 286.08, "t": 66, "r": 325.2, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 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205.2, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1031.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 666.48, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=94.44'\n0.4\n0.36\nStorage=0.006 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1 0.07 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1031.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1031.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1031.7", "order": 7, "type": "figure", "bbox": { "l": 63.6, "t": 357.6, "r": 486.72, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1031.8", "order": 8, "type": "footnote", "bbox": { "l": 498, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1031.8.1", "order": 9, "type": "form_field", "bbox": { "l": 498, "t": 340.32, "r": 509.28, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": 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"block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1032.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.64, "r": 558.72, "b": 699.36 }, "text": "Page 411", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1032.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1032.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1032.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 660.48, "r": 551.76, "b": 407.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1032.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.92, "b": 401.04 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1033, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1033.1", "order": 1, "type": "header", "bbox": { "l": 351.12, "t": 738.96, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1033.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 401.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1033.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 412", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1033.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1033.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1033.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1033.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1033.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1033.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.68\n93.53\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1033.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.07\n0.07\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1034, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1034.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1034.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 400.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1034.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 413", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1034.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1034.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1034.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1034.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1034.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1034.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1034.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1034.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1034.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1035, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1035.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.2, "r": 561.36, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1035.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 384, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1035.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 414", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1035.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 3 }, { "id": "p1035.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1035.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1035.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1035.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1036, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "header": 1, "table": 1, "table_cell": 22 }, "build_ms": 4, "items": [ { "id": "p1036.1", "order": 1, "type": "header", "bbox": { "l": 51.36, "t": 738.96, "r": 560.88, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 415", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1036.2", "order": 2, "type": "table", "bbox": { "l": 49.92, "t": 689.52, "r": 560.88, "b": 216.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 4, "integrity": { "cells_checked": 22, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p1036.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1036.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1036.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1036.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1036.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1036.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1036.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1036.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 433.14, "t": 637.0133, "r": 560.88, "b": 584.5067 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1036.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1036.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1036.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1036.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1036.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.009 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1036.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1036.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 69.023569, "t": 403.302451, "r": 292.371571, "b": 391.337871 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1036.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p1036.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p1036.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p1036.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 514.305349, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p1036.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 149.09491, "b": 329.297892 }, "text": "Discarded OutFlow", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1036.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 68.399998, "t": 341.382452, "r": 428.137884, "b": 317.297892 }, "text": "Max=0.08 cfs @ 11.73 hrs HW=94.02' (Free Discharge)\\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1036.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 } ] }, { "document_id": 12617, "page": 1037, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1037.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 739.44, "r": 561.12, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 416", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1037.2", "order": 2, "type": "header", "bbox": { "l": 47.28, "t": 738, "r": 387.6, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1037.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1037.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.56, "r": 555.6, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1037.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1037.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1038, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "form_field": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1038.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 738.48, "r": 561.36, "b": 702 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\ntions LLC Page 417", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1038.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 392.16, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1038.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1038.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 666.24, "r": 551.04, "b": 401.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Discarded\n0.42 Inflow Area=1,850 sf\n0.44\n0.38 Peak Elev=95.37'\n0.4\n0.36\nStorage=0.006 af\n0.34\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.08 cfs\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1038.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1038.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1038.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 357.84, "r": 486.24, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 }, { "id": "p1038.8", "order": 8, "type": "footnote", "bbox": { "l": 497.76, "t": 340.32, "r": 547.44, "b": 329.04 }, "text": "□ Discarded", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p1038.8.1", "order": 9, "type": "form_field", "bbox": { "l": 497.76, "t": 340.32, "r": 509.04, "b": 329.04 }, "text": "", "attrs": { "field_kind": "checkbox", "label": "□ Discarded", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p1038.8", "text_offset": 0, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 7 } ] }, { "document_id": 12617, "page": 1039, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1039.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738, "r": 561.36, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1039.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 396.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1039.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 558.96, "b": 699.36 }, "text": "Page 418", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1039.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1039.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1039.6", "order": 6, "type": "figure", "bbox": { "l": 63.36, "t": 658.8, "r": 501.84, "b": 408.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1039.7", "order": 7, "type": "footnote", "bbox": { "l": 81.36, "t": 417.6, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p1039.8", "order": 8, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1040, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p1040.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 561.36, "b": 711.6 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1040.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 399.12, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1040.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 419", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1040.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1040.5", "order": 5, "type": "table", "bbox": { "l": 53.76, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1040.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1040.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1040.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.002\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1040.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.64\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1040.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.08\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1041, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p1041.1", "order": 1, "type": "header", "bbox": { "l": 459.12, "t": 739.2, "r": 562.08, "b": 699.6 }, "text": "YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 420", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1041.2", "order": 2, "type": "header", "bbox": { "l": 352.32, "t": 738.72, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1041.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 393.36, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1041.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1041.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 661.92, "r": 284.16, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1041.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1041.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1041.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1041.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1041.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1041.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1041.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1042, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p1042.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.72, "r": 561.36, "b": 708 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1042.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 384.96, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1042.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 558.72, "b": 699.12 }, "text": "Page 421", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1042.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7", "reading_order": 3 }, { "id": "p1042.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1042.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1042.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1042.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1043, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "header": 2, "table": 1, "table_cell": 33, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1043.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 738.96, "r": 561.6, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 422", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1043.2", "order": 2, "type": "header", "bbox": { "l": 47.76, "t": 737.76, "r": 387.84, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1043.3", "order": 3, "type": "text", "bbox": { "l": 104.88, "t": 686.88, "r": 506.64, "b": 649.44 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 2 }, { "id": "p1043.4", "order": 4, "type": "table", "bbox": { "l": 50.88, "t": 657.36, "r": 563.52, "b": 77.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 3, "integrity": { "cells_checked": 33, "cells_flagged": 0 } }, "children": [ { "id": "p1043.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.88, "t": 657.36, "r": 563.52, "b": 623.2518 }, "text": "Reach Routing by Dyf-Stor-Ind Method - Pond Routing by Dyf-Stor-Ind Method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 0 }, { "id": "p1043.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 638.982454, "r": 205.131515, "b": 627.017874 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p1043.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 259.740969, "t": 603.046244, "r": 557.679885, "b": 580.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1043.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 54, "t": 602.9824659999999, "r": 205.131515, "b": 591.017886 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1043.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 259.740969, "t": 567.046244, "r": 557.679885, "b": 544.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1043.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 54, "t": 566.9824659999999, "r": 205.131515, "b": 555.017886 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1043.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 259.740969, "t": 531.046244, "r": 557.679885, "b": 508.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1043.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 54, "t": 530.9824659999999, "r": 205.131515, "b": 519.017886 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1043.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 259.740969, "t": 495.046244, "r": 557.679885, "b": 472.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1043.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 54, "t": 494.982466, "r": 210.920828, "b": 483.017886 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1043.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 259.740969, "t": 459.046244, "r": 557.679885, "b": 436.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1043.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 54, "t": 458.982466, "r": 205.131515, "b": 447.017886 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1043.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 259.740969, "t": 423.046244, "r": 557.679885, "b": 400.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1043.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 54, "t": 422.982466, "r": 205.131515, "b": 411.017886 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1043.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 259.740969, "t": 387.046221, "r": 557.679885, "b": 364.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1043.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 386.982443, "r": 205.131515, "b": 375.017863 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1043.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 259.740969, "t": 351.046221, "r": 557.679885, "b": 328.038834 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1043.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 54, "t": 350.982443, "r": 205.131515, "b": 339.017863 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1043.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 259.740969, "t": 639.046244, "r": 557.679885, "b": 616.038857 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1043.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 314.982443, "r": 223.627038, "b": 303.017863 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1043.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 282.599991, "t": 315.046221, "r": 557.506376, "b": 304.038834 }, "text": "Peak Elev=93.14' Storage=0.014 af Inflow=0.51 cfs 1,722 cf Outflow=0.03 cfs 1,722 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1043.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 54, "t": 278.982443, "r": 223.627038, "b": 267.01786300000003 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1043.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 282.599991, "t": 279.04622099999995, "r": 557.506376, "b": 268.03883399999995 }, "text": "Peak Elev=96.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1043.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 242.982443, "r": 223.627038, "b": 231.01786300000003 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1043.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 282.599991, "t": 243.04622099999995, "r": 557.506376, "b": 232.03883399999995 }, "text": "Peak Elev=95.08' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1043.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 54, "t": 206.982443, "r": 223.627038, "b": 195.01786300000003 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1043.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 282.599991, "t": 207.04622099999995, "r": 557.506376, "b": 196.03883399999995 }, "text": "Peak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1043.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 54, "t": 170.982443, "r": 229.416351, "b": 159.01786300000003 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1043.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 282.599991, "t": 171.04622099999995, "r": 557.506376, "b": 160.03883399999995 }, "text": "Peak Elev=94.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1043.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 54, "t": 134.982443, "r": 223.627038, "b": 123.01786300000003 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1043.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 282.599991, "t": 135.04622099999995, "r": 557.506376, "b": 124.03883399999995 }, "text": "Peak Elev=95.06' Storage=0.012 af Inflow=0.51 cfs 1,722 cf Outflow=0.05 cfs 1,722 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1043.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 54, "t": 98.98244299999999, "r": 223.627038, "b": 87.01786300000003 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1043.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 282.599991, "t": 99.04622099999995, "r": 557.506376, "b": 88.03883399999995 }, "text": "Peak Elev=95.06' Storage=0.012 af Inflow=0.51 cfs 1,722 cf Outflow=0.05 cfs 1,722 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 } ], 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"b": 662.88 }, "text": "Peak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf", "reading_order": 2 }, { "id": "p1044.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 651.84, "r": 225.6, "b": 637.68 }, "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf\nOutflow=0.07 cfs 1,722 cf", "reading_order": 3 }, { "id": "p1044.5", "order": 5, "type": "text", "bbox": { "l": 279.36, "t": 652.8, "r": 560.64, "b": 627.12 }, "text": "Peak Elev=96.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf", "reading_order": 4 }, { "id": "p1044.6", "order": 6, "type": "text", "bbox": { "l": 114, "t": 616.32, "r": 560.88, "b": 589.44 }, "text": "Total Runoff Area = 16,650 sf Runoff Volume = 15,497 cf Average Runoff Depth = 11.17\" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf", "reading_order": 5 } ] }, { "document_id": 12617, "page": 1045, "width": 612, "height": 792, "rotation": 0, 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1045.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1045.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1045.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1045.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1045.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1045.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1045.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1045.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1045.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1045.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1045.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1045.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1045.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1045.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1045.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1045.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1045.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1045.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.04, "b": 408.24 }, "text": "Subcatchment 36S: Roof Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1045.9", "order": 25, "type": "figure", "bbox": { "l": 63.12, "t": 402.24, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1046, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1046.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1047.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1047.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1047.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1047.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1047.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1047.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1047.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1047.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1047.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1047.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1047.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1047.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1047.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1047.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1047.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1047.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1047.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1047.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 37S: Roof Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1047.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 402.48, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1048, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1048.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 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(inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1048.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1048.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1048.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1049, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 1, "table": 1, "table_cell": 16, "text": 2 }, "build_ms": 2, "items": [ { "id": "p1049.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.44, "r": 560.88, "b": 713.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1049.2", "order": 2, "type": "header", "bbox": { "l": 453.84, "t": 738.96, "r": 562.8, "b": 700.32 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 428", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1049.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 395.28, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1049.4", "order": 4, "type": "heading", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1049.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17\"\nRouted to Pond 39P : Subsurface Basin Lot 2", "reading_order": 4 }, { "id": "p1049.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1049.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1049.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1049.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1049.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1049.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1049.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1049.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1049.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1049.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1049.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1049.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1049.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1049.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1049.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1049.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1049.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1049.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1049.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1049.9", "order": 25, "type": "figure", "bbox": { "l": 63.12, "t": 401.04, "r": 552.48, "b": 137.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1050, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1050.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1050.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 390.72, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1050.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 429", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1050.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 432, "b": 672.96 }, "text": "Hydrograph for Subcatchment 38S: Roof Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1050.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1051.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1051.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1051.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1051.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1051.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1051.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1051.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1051.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1051.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1051.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1051.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1051.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1051.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1051.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1051.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1051.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1051.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1051.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.52, "b": 408.24 }, "text": "Subcatchment 40S: Roof Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1051.9", "order": 25, "type": "figure", "bbox": { "l": 63.36, "t": 402.48, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1052, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1052.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 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(inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1052.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1052.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1052.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1053, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 1, "table": 1, "table_cell": 16, "text": 2 }, "build_ms": 2, "items": [ { "id": "p1053.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 560.88, "b": 714.24 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1053.2", "order": 2, "type": "header", "bbox": { "l": 452.16, "t": 738.96, "r": 562.8, "b": 700.08 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 432", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1053.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 395.28, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1053.4", "order": 4, "type": "heading", "bbox": { "l": 174, "t": 687.36, "r": 438.72, "b": 672.72 }, "text": "Summary for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1053.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17\"\nRouted to Pond 43P : Subsurface Basin Lot 10", "reading_order": 4 }, { "id": "p1053.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1053.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1053.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1053.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": 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"reading_order": 9 }, { "id": "p1053.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1053.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1053.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Tc (min)\n2.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1053.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1053.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 175.895438, "b": 511.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1053.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 511.337871 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1053.8", "order": 24, "type": "caption", "bbox": { "l": 212.4, "t": 423.12, "r": 398.88, "b": 408.24 }, "text": "Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1053.9", "order": 25, "type": "figure", "bbox": { "l": 63.12, "t": 401.04, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1054, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1054.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1054.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 391.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1054.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 433", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1054.4", "order": 4, "type": "caption", "bbox": { "l": 177.6, "t": 687.6, "r": 434.88, "b": 672.96 }, "text": "Hydrograph for Subcatchment 42S: Roof Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1054.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.08, "b": 228 }, "text": "", "attrs": { 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(inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1054.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1054.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1054.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1055, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 1, "table": 1, "table_cell": 16, "text": 2 }, "build_ms": 2, "items": [ { "id": "p1055.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 560.88, "b": 714 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1055.2", "order": 2, "type": "header", "bbox": { "l": 452.4, "t": 739.2, "r": 562.8, "b": 700.32 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 434", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1055.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 395.52, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1055.4", "order": 4, "type": "heading", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.72 }, "text": "Summary for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1055.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17\"\nRouted to Pond 46P : Subsurface Basin Lot 3", "reading_order": 4 }, { "id": "p1055.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1055.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1055.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1055.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1055.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1055.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.328 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1055.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1055.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1055.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1055.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.328, "r": 559.2, "b": 550.896 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1055.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1055.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1055.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1055.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.896, "r": 559.2, "b": 532.464 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1055.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1055.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1055.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1055.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1055.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1055.9", "order": 25, "type": "figure", "bbox": { "l": 63.12, "t": 401.28, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1056, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1056.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1056.2", "order": 2, "type": "header", "bbox": { "l": 448.8, "t": 738.72, "r": 561.36, "b": 699.84 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 435", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1056.3", "order": 3, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1056.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 44S: Roof Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1056.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1056.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1056.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.088248, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1056.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1056.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1056.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1057, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 23, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 14, "text": 2, "title": 1 }, "build_ms": 3, "items": [ { "id": "p1057.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.44, "r": 560.88, "b": 714 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1057.2", "order": 2, "type": "header", "bbox": { "l": 455.04, "t": 738.72, "r": 562.56, "b": 700.08 }, "text": "R-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 436", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1057.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 394.08, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1057.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1057.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17\"\nRouted to Pond 50P : Subsurface Basin Lot 4", "reading_order": 4 }, { "id": "p1057.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1057.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 5, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p1057.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1057.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1057.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1057.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1057.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1057.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1057.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1057.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1057.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1057.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1057.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1057.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 175.895438, "b": 511.337871 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1057.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 223.968178, "b": 497.417872 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1057.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.581918, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 } ], "reading_order": 6 }, { "id": "p1057.8", "order": 22, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396.24, "b": 408.24 }, "text": "Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1057.9", "order": 23, "type": "figure", "bbox": { "l": 63.12, "t": 402.48, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1058, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1058.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1058.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.2, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1058.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 437", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1058.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 48S: Roof Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1058.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1058.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1058.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.088248, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1058.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1058.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1058.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1059, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "heading": 1, "table": 1, "table_cell": 16, "text": 2 }, "build_ms": 3, "items": [ { "id": "p1059.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 560.88, "b": 714.24 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1059.2", "order": 2, "type": "header", "bbox": { "l": 457.44, "t": 738.96, "r": 562.56, "b": 700.32 }, "text": "'R-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 438", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1059.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 396, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1059.4", "order": 4, "type": "heading", "bbox": { "l": 177.36, "t": 687.36, "r": 434.88, "b": 672.48 }, "text": "Summary for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1059.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17\"\nRouted to Pond 52P : Subsurface Basin Lot 6", "reading_order": 4 }, { "id": "p1059.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 5 }, { "id": "p1059.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1059.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1059.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1059.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1059.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1059.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1059.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1059.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1059.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1059.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1059.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1059.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1059.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1059.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1059.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1059.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1059.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 6 }, { "id": "p1059.8", "order": 24, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 395.76, "b": 408.24 }, "text": "Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1059.9", "order": 25, "type": "figure", "bbox": { "l": 63.12, "t": 402.72, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1060, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1060.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1060.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1060.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 439", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1060.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 51S: Roof Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1060.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1060.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1060.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.088248, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1060.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1060.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1060.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1061, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 26, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 16, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1061.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.44, "r": 560.64, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1061.2", "order": 2, "type": "header", "bbox": { "l": 461.52, "t": 737.76, "r": 561.6, "b": 700.8 }, "text": "R-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 440", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1061.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.56, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1061.4", "order": 4, "type": "title", "bbox": { "l": 177.36, "t": 687.36, "r": 435.12, "b": 672.72 }, "text": "Summary for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1061.5", "order": 5, "type": "text", "bbox": { "l": 53.52, "t": 660.24, "r": 302.64, "b": 634.32 }, "text": "Runoff = 0.51 cfs @ 12.09 hrs, Volume=\nRouted to Pond 56P : Subsurface Basin Lot 7\n1,722 cf, Depth=11.17\"", "reading_order": 4 }, { "id": "p1061.6", "order": 6, "type": "text", "bbox": { "l": 348.24, "t": 660, "r": 463.2, "b": 646.32 }, "text": "1,722 cf, Depth=11.17", "reading_order": 5 }, { "id": "p1061.7", "order": 7, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41\"", "reading_order": 6 }, { "id": "p1061.8", "order": 8, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1061.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1061.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1061.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1061.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.76, "r": 559.2, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1061.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 101.160004, "t": 559.302451, "r": 127.789043, "b": 547.337871 }, "text": "1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1061.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 147.987313, "t": 559.302451, "r": 159.844683, "b": 547.337871 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1061.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 241.193451, "b": 561.257868 }, "text": "Roofs, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1061.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 432.48, "t": 569.28, "r": 559.2, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1061.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 561.257868 }, "text": "1,850", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1061.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 561.257868 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1061.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 174.146431, "t": 559.302451, "r": 296.653009, "b": 547.337871 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1061.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 432.48, "t": 550.8, "r": 559.2, "b": 532.32 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1061.8.13", "order": 21, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n0.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1061.8.14", "order": 22, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 132.68142, "b": 497.417872 }, "text": "Length (feet)\n45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1061.8.15", "order": 23, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 223.893462, "b": 497.417872 }, "text": "Slope (ft/ft)\n2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1061.8.16", "order": 24, "type": "table_cell", "bbox": { "l": 186.552062, "t": 535.302451, "r": 400.214937, "b": 497.29787 }, "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 } ], "reading_order": 7 }, { "id": "p1061.9", "order": 25, "type": "caption", "bbox": { "l": 215.76, "t": 423.12, "r": 396, "b": 408.24 }, "text": "Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1061.10", "order": 26, "type": "figure", "bbox": { "l": 63.36, "t": 402.24, "r": 552.24, "b": 137.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.55 Runoff\n0.51 cfs\n0.5 NOAA 24-hr D\n0.45 100 YR-F Rainfall=11.41\"\n0.4 Runoff Area=1,850 sf\n0.35 Runoff Volume=1,722 cf\n(cfs) 0.3 Runoff Depth=11.17\"\nFlow 0.25 Flow Length=45'\nTc=0.4 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1062, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1062.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1062.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 391.68, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1062.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.64, "r": 558.96, "b": 699.12 }, "text": "Page 441", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1062.4", "order": 4, "type": "caption", "bbox": { "l": 180.72, "t": 687.6, "r": 431.76, "b": 672.96 }, "text": "Hydrograph for Subcatchment 55S: Roof Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1062.5", "order": 5, "type": "table", "bbox": { "l": 54, "t": 663.84, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1062.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1062.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.088248, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.27\n0.60\n0.97\n1.48\n2.26\n5.47\n9.15\n9.93\n10.44\n10.81\n11.14\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41\n11.41", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1062.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.300724, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1062.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.808242, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.12\n0.41\n0.77\n1.26\n2.03\n5.23\n8.91\n9.69\n10.19\n10.57\n10.89\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17\n11.17", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1062.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1063, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1063.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 560.4, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 442", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1063.2", "order": 2, "type": "header", "bbox": { "l": 53.76, "t": 738, "r": 388.08, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1063.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.2, "b": 672.72 }, "text": "Summary for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1063.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 662.16, "r": 547.44, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.03 cfs @ 10.92 hrs, Volume= 1,722 cf, Atten= 94%, Lag= 0.0 min\nDiscarded = 0.03 cfs @ 10.92 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.14' @ 13.32 hrs Surf.Area= 0.013 ac Storage= 0.014 af\n\nPlug-Flow detention time= 132.8 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 132.8 min (865.7 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1063.5", "order": 5, "type": "table", "bbox": { "l": 51.84, "t": 529.44, "r": 558, "b": 424.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1063.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1063.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1063.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1063.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1063.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1063.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "91.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1063.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.008 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1063.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 404.37553, "b": 501.137889 }, "text": "10.06'W x 57.33'L x 2.17'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1063.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 431.46, "t": 476.76, "r": 558, "b": 450.42 }, "text": "0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1063.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1063.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "91.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1063.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.006 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1063.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 12 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment = -7.00' x 1.20 sf x 4 rows\\n8.72' Header x 1.20 sf x 2 = 20.9 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p1063.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1063.7", "order": 20, "type": "table", "bbox": { "l": 50.4, "t": 381.12, "r": 558, "b": 313.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=91.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1063.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1063.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1063.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n91.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1063.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n2.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1063.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.03 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1063.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.03 cfs @ 10.92 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1063.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.1, "t": 347.4, "r": 558, "b": 330.54 }, "text": "HW=91.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1063.8", "order": 28, "type": "table", "bbox": { "l": 52.56, "t": 292.08, "r": 556.32, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1063.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1063.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p1063.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.014 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1064, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1064.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 443", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1064.2", "order": 2, "type": "header", "bbox": { "l": 47.52, "t": 738, "r": 386.16, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1064.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1064.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 663.36, "r": 554.64, "b": 320.88 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= -7.00' x 1.20 sf x 4 rows\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0\" End Stone x 2 = 57.33' Base Length\n4 Rows x 18.0\" Wide + 10.9\" Spacing x 3 + 8.0\" Side Stone x 2 = 10.06' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage\n12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement\n1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage\nChamber Storage + Stone Storage = 628.4 cf = 0.014 af\nOverall Storage Efficiency = 50.3%\nOverall System Size = 57.33' x 10.06' x 2.17'\n12 Chambers\n46.3 cy Field\n32.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1064.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.28, "r": 326.88, "b": 84.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1064.6", "order": 6, "type": "footer", "bbox": { "l": 284.16, "t": 64.56, "r": 327.36, "b": 52.56 }, "text": "□□□", "attrs": { "block_label": "footer" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1065, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1065.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 738.72, "r": 561.12, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 444", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1065.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.52, "r": 402, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1065.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.6, "r": 405.12, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1065.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 669.84, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=93.14'\n0.4 Storage=0.014 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1\n0.03 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1065.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 405.6, "b": 367.92 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1065.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1065.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 358.56, "r": 526.08, "b": 96.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "93\n(feet)\nElevation\n92\nExfiltration\n91\n0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1066, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1066.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 560.64, "b": 711.12 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1066.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 395.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1066.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 445", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1066.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.36, "r": 405.6, "b": 672.96 }, "text": "Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1066.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 667.2, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1066.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 663.36, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 Surface\nStorage\n93\n(feet)\nElevation\n92\nADS N-12 15\"\nField A\n91\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1067, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1067.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1067.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 392.64, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1067.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 446", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1067.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 440.88, "b": 673.2 }, "text": "Hydrograph for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1067.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1067.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1067.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1067.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.006\n0.014\n0.011\n0.008\n0.004\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1067.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n91.00\n91.00\n91.00\n91.00\n91.00\n91.01\n91.96\n93.07\n92.57\n92.14\n91.66\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1067.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.03\n0.03\n0.03\n0.03\n0.03\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1068, "width": 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10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1068.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.12, "b": 673.2 }, "text": "Stage-Discharge for Pond 37P: Subsurface Basin Lot 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1068.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 662.16, "r": 283.92, "b": 59.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1068.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation 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"col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1068.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02\n93.04\n93.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1068.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1068.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 662.16, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1068.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n93.08\n93.10\n93.12\n93.14\n93.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1068.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.03\n0.03\n0.03\n0.03\n0.03", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1069, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1069.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1069.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1069.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.36 }, "text": "Page 448", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1069.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 461.76, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1", "reading_order": 3 }, { "id": "p1069.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 661.44, "r": 234.48, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1069.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1069.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013\n0.013", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1069.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.008\n0.008\n0.009\n0.009\n0.010\n0.010\n0.010\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012\n0.013\n0.013\n0.013\n0.013\n0.014\n0.014\n0.014\n0.014", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1070, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 27, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1070.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.68, "r": 561.12, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 449", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1070.2", "order": 2, "type": "header", "bbox": { "l": 53.76, "t": 738, "r": 389.52, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1070.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1070.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 662.88, "r": 540.24, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten= 84%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 96.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af\n\nPlug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 21.4 min (754.3 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1070.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p1070.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1070.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1070.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1070.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1070.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1070.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1070.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1070.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1070.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.624, "r": 556.56, "b": 465.216 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1070.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1070.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1070.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1070.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1070.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.808, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1070.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.808, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1070.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.808, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1070.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p1070.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1070.7", "order": 24, "type": "table", "bbox": { "l": 50.4, "t": 380.88, "r": 557.76, "b": 314.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1070.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1070.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1070.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1070.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1070.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1070.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.58 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1070.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 430.92, "t": 347.52, "r": 557.76, "b": 330.84 }, "text": "HW=94.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1070.8", "order": 32, "type": "table", "bbox": { "l": 52.8, "t": 290.88, "r": 556.08, "b": 217.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1070.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1070.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 52.8, "t": 254.28, "r": 304.44, "b": 217.68 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1070.8.3", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p1070.9", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1071, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1071.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 560.64, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 450", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1071.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 385.68, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1071.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1071.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 664.08, "r": 555.36, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1071.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1071.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1072, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1072.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.12, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 451", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1072.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1072.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.84, "b": 672.96 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1072.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 671.52, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=96.01'\n0.4 Storage=0.008 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.08 cfs\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1072.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1072.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1072.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 358.32, "r": 498.96, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1073, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1073.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.64, "b": 703.68 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\" Printed 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1073.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1073.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 452", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1073.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1073.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1073.6", "order": 6, "type": "figure", "bbox": { "l": 63.12, "t": 659.04, "r": 503.04, "b": 408.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1073.7", "order": 7, "type": "footnote", "bbox": { "l": 81.36, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": 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"Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1074.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 453", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1074.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.12, "b": 673.2 }, "text": "Hydrograph for Pond 38P: Subsurface Basin Lot 8", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1074.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1074.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1074.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1074.5.3", "order": 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"col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1075.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1075.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n96.08\n96.10\n96.12\n96.14\n96.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1075.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"reading_order": 1 }, { "id": "p1076.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 455", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1076.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 461.76, "b": 672.96 }, "text": "Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8", "reading_order": 3 }, { "id": "p1076.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1076.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1076.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1076.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1077, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1077.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.44, "r": 560.4, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 456", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1077.2", "order": 2, "type": "header", "bbox": { "l": 54, "t": 738, "r": 390.48, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1077.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1077.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 662.88, "r": 537.84, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf, Atten= 87%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.08' @ 12.52 hrs Surf.Area= 0.009 ac Storage= 0.009 af\n\nPlug-Flow detention time= 30.1 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 30.1 min (763.1 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1077.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1077.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1077.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1077.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1077.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1077.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1077.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1077.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1077.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 49.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1077.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 476.04, "r": 556.56, "b": 449.34 }, "text": "0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1077.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1077.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1077.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1077.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p1077.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1077.7", "order": 20, "type": "table", "bbox": { "l": 50.4, "t": 380.88, "r": 558, "b": 314.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1077.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1077.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1077.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1077.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n7.850 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1077.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1077.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.54 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1077.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.1, "t": 347.64, "r": 558, "b": 331.02 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1077.8", "order": 28, "type": "table", "bbox": { "l": 52.56, "t": 291.6, "r": 556.56, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1077.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1077.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p1077.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.56, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1078, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1078.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.44, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 457", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1078.2", "order": 2, "type": "header", "bbox": { "l": 47.04, "t": 738, "r": 382.56, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1078.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1078.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.56, "r": 554.16, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +5.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0\" End Stone x 2 = 49.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage\n6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement\n\n817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage\n\nChamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17'\n\n6 Chambers\n30.3 cy Field\n21.5 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1078.5", "order": 5, "type": "figure", "bbox": { "l": 287.52, "t": 310.8, "r": 324.72, "b": 86.16 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1078.6", "order": 6, "type": "footer", "bbox": { "l": 286.8, "t": 65.76, "r": 324.96, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1079, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1079.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.12, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 458", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1079.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 402.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1079.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1079.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 671.52, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=95.08'\n0.4 Storage=0.009 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1 0.07 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1079.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1079.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1079.7", "order": 7, "type": "figure", "bbox": { "l": 64.08, "t": 359.28, "r": 523.2, "b": 97.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, 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"text", "bbox": { "l": 511.2, "t": 710.64, "r": 558.96, "b": 699.36 }, "text": "Page 459", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1080.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.32, "b": 673.44 }, "text": "Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1080.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1080.6", "order": 6, "type": "figure", "bbox": { "l": 61.68, "t": 660.48, "r": 552.24, "b": 411.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93" }, "reading_order": 5 }, { "id": "p1080.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 469.68, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1081, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1081.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1081.2", "order": 2, "type": 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"p1081.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1081.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1081.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.004\n0.005\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1081.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.88\n94.21\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1081.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.07\n0.07\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1082, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 11, "items": [ { "id": "p1082.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1082.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 396.96, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1082.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 461", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1082.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 39P: Subsurface Basin Lot 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1082.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1082.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation 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"col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1082.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1082.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1082.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1082.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1082.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1083, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p1083.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 561.12, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1083.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1083.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 462", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1083.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2", "reading_order": 3 }, { "id": "p1083.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1083.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1083.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1083.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1084, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 35, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 26, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1084.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 739.44, "r": 561.12, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 463", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1084.2", "order": 2, "type": "header", "bbox": { "l": 53.52, "t": 738, "r": 391.92, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1084.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1084.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 662.88, "r": 538.56, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf, Atten= 87%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.14' @ 12.52 hrs Surf.Area= 0.008 ac Storage= 0.009 af\n\nPlug-Flow detention time= 30.2 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 30.2 min (763.2 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1084.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p1084.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1084.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1084.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1084.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1084.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1084.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1084.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1084.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 48.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1084.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.624, "r": 556.56, "b": 465.216 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1084.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1084.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1084.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1084.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1084.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 443.808, "r": 178.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1084.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 443.808, "r": 304.56, "b": 422.4 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1084.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 443.808, "r": 430.56, "b": 422.4 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1084.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p1084.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1084.7", "order": 24, "type": "table", "bbox": { "l": 50.4, "t": 380.88, "r": 557.28, "b": 314.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1084.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1084.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1084.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1084.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1084.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1084.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.54 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1084.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 430.56, "t": 347.52, "r": 557.28, "b": 330.84 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1084.8", "order": 32, "type": "table", "bbox": { "l": 52.8, "t": 292.08, "r": 556.32, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1084.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1084.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p1084.9", "order": 35, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1085, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p1085.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.44, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 464", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1085.2", "order": 2, "type": "header", "bbox": { "l": 48.96, "t": 737.76, "r": 383.28, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1085.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1085.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 663.12, "r": 554.64, "b": 319.44 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +4.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0\" End Stone x 2 = 48.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage\n\n6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement\n\n800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage\n\nChamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17'\n\n6 Chambers\n29.7 cy Field\n21.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1085.5", "order": 5, "type": "figure", "bbox": { "l": 288.24, "t": 310.8, "r": 324.24, "b": 86.4 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1085.6", "order": 6, "type": "text", "bbox": { "l": 288.48, "t": 65.28, "r": 324, "b": 53.76 }, "text": "○○○", "attrs": { "block_label": "number" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1086, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1086.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.36, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 465", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1086.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 407.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-h\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1086.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 405.84, "b": 672.96 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1086.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 669.6, "r": 552.72, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=95.14'\n0.4 Storage=0.009 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1 0.07 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1086.5", "order": 5, "type": "caption", "bbox": { "l": 205.44, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1086.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1086.7", "order": 7, "type": "figure", "bbox": { "l": 64.8, "t": 359.04, "r": 521.52, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1087, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1087.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 560.88, "b": 701.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 466", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1087.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1087.3", "order": 3, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1087.4", "order": 4, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1087.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 663.84, "r": 552, "b": 405.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009" }, "reading_order": 4 }, { "id": "p1087.6", "order": 6, "type": "footnote", "bbox": { "l": 78.72, "t": 418.08, "r": 477.84, "b": 401.28 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1088, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1088.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1088.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1088.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 467", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1088.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1088.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1088.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1088.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1088.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.004\n0.005\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": 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"colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1089, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1089.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1089.2", "order": 2, "type": "header", "bbox": { "l": 472.08, "t": 738.96, "r": 562.08, "b": 699.84 }, "text": "F Rainfall=11.41\"\nrinted 10/24/2025\nPage 468", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1089.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 396.96, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1089.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 41P: Subsurface Basin Lot 9", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1089.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1089.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1089.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1089.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1089.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1089.6", "order": 10, "type": "table", "bbox": { "l": 294, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1089.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1089.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1090, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1090.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1090.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 404.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1090.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 469", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1090.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9", "reading_order": 3 }, { "id": "p1090.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1090.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1090.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1090.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1091, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 27, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1091.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 560.4, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 470", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1091.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738.48, "r": 389.52, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1091.3", "order": 3, "type": "heading", "bbox": { "l": 163.2, "t": 687.6, "r": 449.04, "b": 672.72 }, "text": "Summary for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1091.4", "order": 4, "type": "text", "bbox": { "l": 53.04, "t": 662.64, "r": 543.36, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten=84%, Lag=0.0 min\nDiscarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af\n\nPlug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 21.4 min (754.3 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1091.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 2, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" }, { "row": 4, "col": 2, "coverage": 0, "text": "0.000 af" } ] } }, "children": [ { "id": "p1091.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1091.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1091.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1091.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1091.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1091.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "92.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1091.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1091.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 45.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1091.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 486.72, "r": 556.56, "b": 465.36 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1091.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1091.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "92.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1091.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1091.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1091.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 52.56, "t": 444, "r": 178.56, "b": 422.64 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1091.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 178.56, "t": 444, "r": 304.56, "b": 422.64 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1091.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 304.56, "t": 444, "r": 430.56, "b": 422.64 }, "text": "0.000 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1091.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 4 }, { "id": "p1091.6", "order": 23, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1091.7", "order": 24, "type": "table", "bbox": { "l": 50.16, "t": 382.56, "r": 558, "b": 312.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=92.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1091.7.1", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1091.7.2", "order": 26, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1091.7.3", "order": 27, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n92.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1091.7.4", "order": 28, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1091.7.5", "order": 29, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1091.7.6", "order": 30, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.58 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1091.7.7", "order": 31, "type": "table_cell", "bbox": { "l": 431.04, "t": 347.64, "r": 558, "b": 330.18 }, "text": "HW=92.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1091.8", "order": 32, "type": "table", "bbox": { "l": 52.8, "t": 291.12, "r": 556.08, "b": 217.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1091.8.1", "order": 33, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 248.476894, "b": 260.177867 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1091.8.2", "order": 34, "type": "table_cell", "bbox": { "l": 52.8, "t": 254.52, "r": 304.44, "b": 217.92 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1091.8.3", "order": 35, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p1091.9", "order": 36, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1092, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "footer": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1092.1", "order": 1, "type": "figure", "bbox": { "l": 53.28, "t": 738.48, "r": 561.12, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 471" }, "reading_order": 0 }, { "id": "p1092.2", "order": 2, "type": "heading", "bbox": { "l": 126.96, "t": 687.36, "r": 485.04, "b": 672.72 }, "text": "Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1092.3", "order": 3, "type": "text", "bbox": { "l": 50.4, "t": 661.92, "r": 554.64, "b": 320.16 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1092.4", "order": 4, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.16, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p1092.5", "order": 5, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1093, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1093.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 561.36, "b": 701.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 472", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1093.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 406.8, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-h\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1093.3", "order": 3, "type": "caption", "bbox": { "l": 202.08, "t": 687.6, "r": 409.44, "b": 672.96 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1093.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 670.8, "r": 552.72, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=94.01'\n0.4 Storage=0.008 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.08 cfs\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1093.5", "order": 5, "type": "caption", "bbox": { "l": 201.6, "t": 381.84, "r": 409.68, "b": 367.92 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1093.6", "order": 6, "type": "caption", "bbox": { "l": 240, "t": 361.92, "r": 309.12, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1093.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 357.6, "r": 499.68, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "94\n(feet)\nElevation\n93\nExfiltration\n92\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1094, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1094.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.72, "r": 560.64, "b": 711.12 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1094.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 394.8, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1094.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.64, "r": 558.96, "b": 699.36 }, "text": "Page 473", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1094.4", "order": 4, "type": "caption", "bbox": { "l": 202.08, "t": 687.12, "r": 409.44, "b": 673.2 }, "text": "Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1094.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1094.6", "order": 6, "type": "figure", "bbox": { "l": 63.36, "t": 659.04, "r": 501.6, "b": 407.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n94\n(feet)\nElevation\n93\nADS N-12 15\"\nField A\n92\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1094.7", "order": 7, "type": "footnote", "bbox": { "l": 81.12, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p1094.8", "order": 8, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.44 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1095, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1095.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1095.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 395.04, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1095.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 474", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1095.4", "order": 4, "type": "caption", "bbox": { "l": 167.52, "t": 687.6, "r": 445.2, "b": 672.96 }, "text": "Hydrograph for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1095.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1095.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1095.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1095.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.003\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1095.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.84\n92.84\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00\n92.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"header", "bbox": { "l": 346.56, "t": 738.96, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1096.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 387.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1096.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 475", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1096.4", "order": 4, "type": "heading", "bbox": { "l": 154.56, "t": 687.6, "r": 457.2, "b": 673.2 }, "text": "Stage-Discharge for Pond 43P: Subsurface Basin Lot 10", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1096.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1096.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n92.00\n92.02\n92.04\n92.06\n92.08\n92.10\n92.12\n92.14\n92.16\n92.18\n92.20\n92.22\n92.24\n92.26\n92.28\n92.30\n92.32\n92.34\n92.36\n92.38\n92.40\n92.42\n92.44\n92.46\n92.48\n92.50\n92.52\n92.54\n92.56\n92.58\n92.60\n92.62\n92.64\n92.66\n92.68\n92.70\n92.72\n92.74\n92.76\n92.78\n92.80\n92.82\n92.84\n92.86\n92.88\n92.90\n92.92\n92.94\n92.96\n92.98\n93.00\n93.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1096.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1096.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1096.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1096.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1096.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n94.08\n94.10\n94.12\n94.14\n94.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1096.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1097, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1097.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1097.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 390.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1097.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 476", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1097.4", "order": 4, "type": "text", "bbox": { "l": 147.12, "t": 687.6, "r": 465.12, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10", "reading_order": 3 }, { "id": "p1097.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 661.68, "r": 234.24, "b": 151.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1097.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1097.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1097.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1098, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 3, "table_cell": 25, "text": 1 }, "build_ms": 5, "items": [ { "id": "p1098.1", "order": 1, "type": "figure", "bbox": { "l": 54, "t": 738.72, "r": 561.12, "b": 698.88 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 477" }, "reading_order": 0 }, { "id": "p1098.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.48 }, "text": "Summary for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1098.3", "order": 3, "type": "text", "bbox": { "l": 51.84, "t": 663.12, "r": 550.08, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf, Atten= 91%, Lag= 0.0 min\nDiscarded = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.06' @ 12.92 hrs Surf.Area= 0.011 ac Storage= 0.012 af\n\nPlug-Flow detention time= 68.3 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 68.3 min (801.2 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1098.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 2, "flags": [ { "row": 1, "col": 3, "coverage": 0.28, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007…" }, { "row": 3, "col": 2, "coverage": 0.5, "text": "0.012 cf" } ] } }, "children": [ { "id": "p1098.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1098.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1098.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1098.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1098.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1098.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1098.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1098.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 430.38, "t": 502.62, "r": 556.32, "b": 475.8 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A\\n0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1098.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1098.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1098.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1098.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1098.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 52.56, "t": 448.98, "r": 178.5, "b": 422.16 }, "text": "", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1098.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 178.5, "t": 448.98, "r": 304.44, "b": 422.16 }, "text": "", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1098.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 304.44, "t": 448.98, "r": 430.38, "b": 422.16 }, "text": "0.012 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1098.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 3 }, { "id": "p1098.5", "order": 21, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1098.6", "order": 22, "type": "table", "bbox": { "l": 50.4, "t": 380.64, "r": 558.24, "b": 314.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1098.6.1", "order": 23, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1098.6.2", "order": 24, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1098.6.3", "order": 25, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1098.6.4", "order": 26, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1098.6.5", "order": 27, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1098.6.6", "order": 28, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.24 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1098.6.7", "order": 29, "type": "table_cell", "bbox": { "l": 431.28, "t": 347.52, "r": 558.24, "b": 330.96 }, "text": "HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 5 }, { "id": "p1098.7", "order": 30, "type": "table", "bbox": { "l": 52.56, "t": 291.12, "r": 556.56, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1098.7.1", "order": 31, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1098.7.2", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 6 }, { "id": "p1098.8", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1099, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1099.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.44, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 478", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1099.2", "order": 2, "type": "header", "bbox": { "l": 49.68, "t": 738, "r": 386.64, "b": 698.64 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1099.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.72 }, "text": "Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1099.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.32, "r": 537.12, "b": 363.84 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1099.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.8 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1099.6", "order": 6, "type": "footer", "bbox": { "l": 289.2, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1100, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1100.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.36, "b": 700.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 479", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1100.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 405.6, "b": 699.36 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1100.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1100.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 669.6, "r": 552.96, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=95.06'\n0.4 Storage=0.012 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1\n0.05 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1100.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1100.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1100.7", "order": 7, "type": "figure", "bbox": { "l": 64.32, "t": 355.92, "r": 502.56, "b": 96.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1101, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1101.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.64, "b": 702.72 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 480", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1101.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 392.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1101.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 480", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1101.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.32, "b": 672.96 }, "text": "Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1101.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1101.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1102, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 10, "items": [ { "id": "p1102.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1102.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1102.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 558.72, "b": 699.12 }, "text": "Page 481", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1102.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.36, "b": 673.2 }, "text": "Hydrograph for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1102.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1102.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1102.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1102.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.005\n0.010\n0.006\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1102.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.91\n94.76\n94.02\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1102.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.05\n0.05\n0.05\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1103, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p1103.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1103.2", "order": 2, "type": "header", "bbox": { "l": 447.36, "t": 738.96, "r": 561.6, "b": 699.84 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 482", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1103.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 396.72, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1103.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.44 }, "text": "Stage-Discharge for Pond 46P: Subsurface Basin Lot 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1103.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1103.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1103.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1103.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1103.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1103.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1103.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1103.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1104, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 4, "items": [ { "id": "p1104.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1104.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 401.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1104.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 483", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1104.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3", "reading_order": 3 }, { "id": "p1104.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.72, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1104.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1104.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1104.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1105, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 33, "counts_by_type": { "figure": 1, "footnote": 1, "heading": 2, "table": 3, "table_cell": 25, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1105.1", "order": 1, "type": "figure", "bbox": { "l": 54.24, "t": 738.72, "r": 560.88, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 484" }, "reading_order": 0 }, { "id": "p1105.2", "order": 2, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1105.3", "order": 3, "type": "text", "bbox": { "l": 51.84, "t": 662.88, "r": 550.08, "b": 536.16 }, "text": "Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf, Atten= 91%, Lag= 0.0 min\nDiscarded = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.06' @ 12.92 hrs Surf.Area= 0.011 ac Storage= 0.012 af\n\nPlug-Flow detention time= 68.3 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 68.3 min (801.2 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1105.4", "order": 4, "type": "table", "bbox": { "l": 52.32, "t": 529.44, "r": 556.32, "b": 415.337871 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4, "integrity": { "cells_checked": 15, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1105.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1105.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1105.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1105.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1105.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1105.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1105.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.007 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1105.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 64.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1105.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 430.32, "t": 486.528, "r": 556.32, "b": 465.072 }, "text": "0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1105.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1105.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1105.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.005 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1105.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 9 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\n9 Chambers in 3 Rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1105.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 52.32, "t": 443.616, "r": 178.32, "b": 422.16 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1105.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 178.32, "t": 443.616, "r": 304.32, "b": 422.16 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1105.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 189.959999, "t": 427.302451, "r": 228.369562, "b": 415.337871 }, "text": "0.012 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1105.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 240.194769, "t": 427.302451, "r": 350.334774, "b": 415.337871 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 } ], "reading_order": 3 }, { "id": "p1105.5", "order": 22, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 389.76 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1105.6", "order": 23, "type": "table", "bbox": { "l": 50.4, "t": 381.12, "r": 558.48, "b": 313.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1105.6.1", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1105.6.2", "order": 25, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1105.6.3", "order": 26, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1105.6.4", "order": 27, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n4.050 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1105.6.5", "order": 28, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.05 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1105.6.6", "order": 29, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 428.137884, "b": 329.417872 }, "text": "Max=0.05 cfs @ 11.24 hrs HW=93.02' (Free Discharge)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 5 }, { "id": "p1105.7", "order": 30, "type": "table", "bbox": { "l": 52.56, "t": 291.12, "r": 556.56, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1105.7.1", "order": 31, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1105.7.2", "order": 32, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 6 }, { "id": "p1105.8", "order": 33, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.012 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1106, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1106.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.44, "r": 560.88, "b": 699.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 485", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1106.2", "order": 2, "type": "header", "bbox": { "l": 47.28, "t": 738, "r": 384, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1106.3", "order": 3, "type": "heading", "bbox": { "l": 129.84, "t": 687.6, "r": 482.16, "b": 672.48 }, "text": "Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1106.4", "order": 4, "type": "text", "bbox": { "l": 49.68, "t": 664.08, "r": 537.36, "b": 363.36 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0\" End Stone x 2 = 64.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage\n9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement\n\n1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage\n\nChamber Storage + Stone Storage = 534.5 cf = 0.012 af\nOverall Storage Efficiency = 50.1%\nOverall System Size = 64.33' x 7.65' x 2.17'\n\n9 Chambers\n39.5 cy Field\n28.1 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1106.5", "order": 5, "type": "figure", "bbox": { "l": 290.16, "t": 348.72, "r": 322.56, "b": 88.56 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1106.6", "order": 6, "type": "footer", "bbox": { "l": 289.44, "t": 64.08, "r": 322.56, "b": 53.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1107, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1107.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 561.12, "b": 700.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 486", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1107.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1107.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.32, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1107.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 670.08, "r": 552.96, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=95.06'\n0.4 Storage=0.012 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1\n0.05 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1107.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.84, "r": 406.8, "b": 367.92 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1107.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1107.7", "order": 7, "type": "figure", "bbox": { "l": 64.56, "t": 356.16, "r": 505.92, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1108, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1108.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.96, "r": 560.64, "b": 705.36 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\" Printed 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1108.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1108.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 487", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1108.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.36, "r": 406.56, "b": 672.96 }, "text": "Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1108.5", "order": 5, "type": "caption", "bbox": { "l": 237.36, "t": 666.96, "r": 319.92, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1108.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 663.6, "r": 552.24, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (acres)\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012\nStorage (acre-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1109, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1109.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1109.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1109.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 488", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1109.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1109.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.12, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1109.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1109.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1109.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.005\n0.010\n0.006\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1109.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.91\n94.76\n94.02\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1109.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.05\n0.05\n0.05\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1110, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 12, "items": [ { "id": "p1110.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1110.2", "order": 2, "type": "header", "bbox": { "l": 447.12, "t": 739.2, "r": 561.36, "b": 700.08 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 489", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1110.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 396.72, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1110.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 50P: Subsurface Basin Lot 4", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1110.5", "order": 5, "type": "table", "bbox": { "l": 56.88, "t": 662.16, "r": 283.68, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1110.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1110.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1110.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1110.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1110.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1110.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1110.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.05\n0.05\n0.05\n0.05\n0.05", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1111, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1111.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1111.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 403.2, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1111.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 490", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1111.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.36, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4", "reading_order": 3 }, { "id": "p1111.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.72, "b": 151.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1111.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1111.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011\n0.011", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1111.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009\n0.010\n0.010\n0.010\n0.010\n0.011\n0.011\n0.011\n0.011\n0.012\n0.012\n0.012\n0.012", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1112, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1112.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 739.68, "r": 561.12, "b": 702.48 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 491", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1112.2", "order": 2, "type": "header", "bbox": { "l": 53.28, "t": 738, "r": 402.48, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA 24-\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1112.3", "order": 3, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.68, "b": 672.72 }, "text": "Summary for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1112.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 662.64, "r": 540.96, "b": 536.88 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.07 cfs @ 11.55 hrs, Volume= 1,722 cf, Atten= 86%, Lag= 0.0 min\nDiscarded = 0.07 cfs @ 11.55 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 95.14' @ 12.52 hrs Surf.Area= 0.008 ac Storage= 0.009 af\n\nPlug-Flow detention time= 28.1 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 28.1 min (761.1 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1112.5", "order": 5, "type": "table", "bbox": { "l": 52.56, "t": 529.2, "r": 556.56, "b": 422.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1112.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1112.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1112.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1112.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1112.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1112.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "93.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1112.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1112.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "7.65\"W x 47.33\"L x 2.17\"H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1112.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 475.92, "r": 556.56, "b": 449.28 }, "text": "0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1112.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1112.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "93.33'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1112.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1112.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00\"L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00\"L = 31.9 cf\\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 4 }, { "id": "p1112.6", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p1112.7", "order": 20, "type": "table", "bbox": { "l": 49.92, "t": 382.32, "r": 558.24, "b": 312 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=93.03' (Free Discharge)" } ] } }, "children": [ { "id": "p1112.7.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1112.7.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1112.7.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n93.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1112.7.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 419.617941, "b": 353.297892 }, "text": "Outlet Devices\n8.450 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1112.7.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.07 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1112.7.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.07 cfs @ 11.55 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1112.7.7", "order": 27, "type": "table_cell", "bbox": { "l": 431.16, "t": 347.16, "r": 558.24, "b": 329.58 }, "text": "HW=93.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 6 }, { "id": "p1112.8", "order": 28, "type": "table", "bbox": { "l": 52.8, "t": 292.08, "r": 556.56, "b": 218.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1112.8.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1112.8.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p1112.9", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1113, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1113.1", "order": 1, "type": "header", "bbox": { "l": 345.84, "t": 739.2, "r": 560.64, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 492", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1113.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 385.44, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1113.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1113.4", "order": 4, "type": "text", "bbox": { "l": 50.16, "t": 662.64, "r": 554.64, "b": 319.68 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +3.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0\" End Stone x 2 = 47.33' Base Length\n\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage\n\n6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement\n\n784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage\n\nChamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17'\n\n6 Chambers\n29.0 cy Field\n20.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1113.5", "order": 5, "type": "figure", "bbox": { "l": 286.08, "t": 311.04, "r": 323.52, "b": 85.68 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1113.6", "order": 6, "type": "footer", "bbox": { "l": 286.08, "t": 66, "r": 325.2, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1114, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1114.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.12, "b": 700.32 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 493", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1114.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1114.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 406.08, "b": 672.96 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1114.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 671.76, "r": 552.72, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=95.14'\n0.4 Storage=0.009 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.1 0.07 cfs\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1114.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.56, "b": 367.92 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1114.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1114.7", "order": 7, "type": "figure", "bbox": { "l": 65.04, "t": 357.84, "r": 512.64, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "95\n(feet)\nElevation\n94\nExfiltration\n93\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1115, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1115.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 738.72, "r": 560.64, "b": 709.2 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1115.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1115.3", "order": 3, "type": "text", "bbox": { "l": 511.2, "t": 710.64, "r": 558.72, "b": 699.36 }, "text": "Page 494", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1115.4", "order": 4, "type": "caption", "bbox": { "l": 205.92, "t": 687.12, "r": 406.08, "b": 673.44 }, "text": "Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1115.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1115.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 660.72, "r": 551.76, "b": 406.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 Surface\nStorage\n95\n(feet)\nElevation\n94\nADS N-12 15\"\nField A\n93\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1115.7", "order": 7, "type": "footnote", "bbox": { "l": 78.96, "t": 417.84, "r": 463.92, "b": 401.04 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1116, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1116.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1116.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 395.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1116.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 495", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1116.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1116.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1116.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1116.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1116.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.005\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1116.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.89\n94.17\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00\n93.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1116.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.07\n0.07\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1117, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1117.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.2, "r": 560.88, "b": 713.04 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1117.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.28, "r": 394.32, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1117.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 496", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1117.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 453.84, "b": 673.2 }, "text": "Stage-Discharge for Pond 52P: Subsurface Basin Lot 6", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1117.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.16, "r": 283.92, "b": 59.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1117.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 64.158859 }, "text": "Elevation (feet)\n93.00\n93.02\n93.04\n93.06\n93.08\n93.10\n93.12\n93.14\n93.16\n93.18\n93.20\n93.22\n93.24\n93.26\n93.28\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1117.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 64.158859 }, "text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1117.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1117.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 64.158859 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1117.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 398.64, "b": 582.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1117.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 583.038857 }, "text": "Elevation (feet)\n95.08\n95.10\n95.12\n95.14\n95.16", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1117.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 583.038857 }, "text": "Discarded (cfs)\n0.07\n0.07\n0.07\n0.07\n0.07", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1118, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "header": 2, "table": 1, "table_cell": 3, "text": 2 }, "build_ms": 5, "items": [ { "id": "p1118.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 561.12, "b": 712.08 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1118.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 402.72, "b": 698.88 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1118.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 497", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1118.4", "order": 4, "type": "text", "bbox": { "l": 150.24, "t": 687.6, "r": 462.24, "b": 673.2 }, "text": "Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6", "reading_order": 3 }, { "id": "p1118.5", "order": 5, "type": "table", "bbox": { "l": 55.92, "t": 661.44, "r": 234.48, "b": 151.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1118.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 152.47886700000004 }, "text": "Elevation (feet)\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1118.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 125.640003, "t": 661.126246, "r": 160.248241, "b": 152.47886700000004 }, "text": "Surface (acres)\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1118.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 184.080002, "t": 661.126246, "r": 230.448233, "b": 152.47886700000004 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.001\n0.001\n0.001\n0.001\n0.001\n0.001\n0.002\n0.002\n0.002\n0.002\n0.002\n0.003\n0.003\n0.003\n0.003\n0.004\n0.004\n0.004\n0.005\n0.005\n0.005\n0.005\n0.006\n0.006\n0.006\n0.006\n0.007\n0.007\n0.007\n0.007\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.008\n0.009\n0.009\n0.009", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1119, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 31, "counts_by_type": { "footnote": 1, "header": 3, "heading": 2, "table": 3, "table_cell": 21, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1119.1", "order": 1, "type": "header", "bbox": { "l": 346.56, "t": 739.68, "r": 560.88, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1119.2", "order": 2, "type": "header", "bbox": { "l": 464.4, "t": 738.96, "r": 562.08, "b": 699.84 }, "text": "R-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 498", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1119.3", "order": 3, "type": "header", "bbox": { "l": 52.56, "t": 738.48, "r": 393.12, "b": 698.88 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1119.4", "order": 4, "type": "heading", "bbox": { "l": 166.8, "t": 687.6, "r": 445.92, "b": 672.72 }, "text": "Summary for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1119.5", "order": 5, "type": "text", "bbox": { "l": 53.28, "t": 662.88, "r": 540, "b": 536.64 }, "text": "Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17\" for 100 YR-F event\nInflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf\nOutflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten= 84%, Lag= 0.0 min\nDiscarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 96.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af\n\nPlug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow)\nCenter-of-Mass det. time= 21.4 min (754.3 - 732.9)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p1119.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 529.44, "r": 556.56, "b": 422.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005…" } ] } }, "children": [ { "id": "p1119.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1119.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1119.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1119.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1119.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1119.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "94.00'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1119.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1119.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 430.56, "t": 493.76, "r": 556.56, "b": 458.08 }, "text": "7.65'W x 45.33'L x 2.17'H Field A\\n0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1119.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 84.933198, "b": 477.257868 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1119.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "94.33'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1119.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1119.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 505.428022, "b": 429.257868 }, "text": "ADS N-12 15\" x 6 Inside #1\\nInside = 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\\nOutside = 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\\n6.31' Header x 1.20 sf x 2 = 15.2 cf Inside", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1119.7", "order": 19, "type": "heading", "bbox": { "l": 67.2, "t": 403.68, "r": 294, "b": 390 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p1119.8", "order": 20, "type": "table", "bbox": { "l": 50.4, "t": 380.88, "r": 557.76, "b": 314.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=94.02' (Free Discharge)" } ] } }, "children": [ { "id": "p1119.8.1", "order": 21, "type": "table_cell", "bbox": { "l": 54, "t": 379.302451, "r": 86.679256, "b": 353.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1119.8.2", "order": 22, "type": "table_cell", "bbox": { "l": 98.407976, "t": 379.302451, "r": 146.474595, "b": 353.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1119.8.3", "order": 23, "type": "table_cell", "bbox": { "l": 180.288471, "t": 379.302451, "r": 208.890165, "b": 353.417872 }, "text": "Invert\n94.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1119.8.4", "order": 24, "type": "table_cell", "bbox": { "l": 220.650048, "t": 379.302451, "r": 425.364537, "b": 353.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1119.8.5", "order": 25, "type": "table_cell", "bbox": { "l": 54, "t": 341.262472, "r": 281.064854, "b": 317.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.08 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1119.8.6", "order": 26, "type": "table_cell", "bbox": { "l": 155.11725, "t": 341.382452, "r": 280.091281, "b": 329.417872 }, "text": "Max=0.08 cfs @ 11.58 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1119.8.7", "order": 27, "type": "table_cell", "bbox": { "l": 430.92, "t": 347.52, "r": 557.76, "b": 330.84 }, "text": "HW=94.02' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p1119.9", "order": 28, "type": "table", "bbox": { "l": 52.8, "t": 290.88, "r": 556.08, "b": 217.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1119.9.1", "order": 29, "type": "table_cell", "bbox": { "l": 73.199999, "t": 272.14244699999995, "r": 242.687581, "b": 260.177867 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1119.9.2", "order": 30, "type": "table_cell", "bbox": { "l": 490.560013, "t": 231.46245499999998, "r": 540.691175, "b": 219.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 8 }, { "id": "p1119.10", "order": 31, "type": "footnote", "bbox": { "l": 188.16, "t": 427.44, "r": 352.8, "b": 414.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1120, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "footer": 1, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1120.1", "order": 1, "type": "header", "bbox": { "l": 345.6, "t": 739.2, "r": 560.88, "b": 699.6 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 499", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1120.2", "order": 2, "type": "header", "bbox": { "l": 47.28, "t": 738, "r": 383.04, "b": 698.64 }, "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1120.3", "order": 3, "type": "heading", "bbox": { "l": 130.08, "t": 687.36, "r": 482.16, "b": 672.72 }, "text": "Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1120.4", "order": 4, "type": "text", "bbox": { "l": 50.4, "t": 664.8, "r": 555.6, "b": 319.92 }, "text": "Chamber Model = ADS N-12 15\" (ADS N-12® Pipe)\nInside= 14.8\"W x 14.8\"H => 1.20 sf x 20.00'L = 24.0 cf\nOutside= 18.0\"W x 18.0\"H => 1.60 sf x 20.00'L = 31.9 cf\nRow Length Adjustment= +1.00' x 1.20 sf x 3 rows\n\n18.0\" Wide + 10.9\" Spacing = 28.9\" C-C Row Spacing\n\n2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0\" End Stone x 2 = 45.33' Base Length\n3 Rows x 18.0\" Wide + 10.9\" Spacing x 2 + 8.0\" Side Stone x 2 = 7.65' Base Width\n4.0\" Stone Base + 18.0\" Chamber Height + 4.0\" Stone Cover = 2.17' Field Height\n\n6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage\n6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement\n\n751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage\n\nChamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17'\n\n6 Chambers\n27.8 cy Field\n19.8 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1120.5", "order": 5, "type": "figure", "bbox": { "l": 285.12, "t": 311.04, "r": 326.4, "b": 86.64 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1120.6", "order": 6, "type": "footer", "bbox": { "l": 285.36, "t": 66.72, "r": 326.64, "b": 52.56 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1121, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1121.1", "order": 1, "type": "header", "bbox": { "l": 346.8, "t": 738.96, "r": 561.36, "b": 699.84 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 500", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1121.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 407.76, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24-h\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1121.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 405.84, "b": 672.96 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1121.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 671.04, "r": 552.72, "b": 401.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.51 cfs Discarded\n0.55\nInflow Area=1,850 sf\n0.5\n0.45 Peak Elev=96.01'\n0.4 Storage=0.008 af\n0.35\n(cfs) 0.3\nFlow 0.25\n0.2\n0.15\n0.08 cfs\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1121.5", "order": 5, "type": "caption", "bbox": { "l": 205.2, "t": 381.84, "r": 406.32, "b": 367.92 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1121.6", "order": 6, "type": "caption", "bbox": { "l": 239.76, "t": 361.92, "r": 308.88, "b": 350.88 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1121.7", "order": 7, "type": "figure", "bbox": { "l": 63.6, "t": 358.08, "r": 499.68, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "96\n(feet)\nElevation\n95\nExfiltration\n94\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1122, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1122.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.44, "r": 560.64, "b": 700.8 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nutions LLC Page 501", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1122.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1122.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.12, "r": 406.08, "b": 673.2 }, "text": "Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1122.4", "order": 4, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1122.5", "order": 5, "type": "figure", "bbox": { "l": 64.56, "t": 659.04, "r": 503.28, "b": 408 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007\n96\n(feet)\nElevation\n95\nADS N-12 15\"\nField A\n94\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 4 }, { "id": "p1122.6", "order": 6, "type": "footnote", "bbox": { "l": 81.12, "t": 417.84, "r": 480.72, "b": 400.8 }, "text": "0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 }, { "id": "p1122.7", "order": 7, "type": "footnote", "bbox": { "l": 506.4, "t": 645.12, "r": 547.2, "b": 625.2 }, "text": "Surface Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1123, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p1123.1", "order": 1, "type": "header", "bbox": { "l": 346.08, "t": 739.2, "r": 561.12, "b": 712.56 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1123.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 391.92, "b": 699.12 }, "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1123.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.44, "b": 698.88 }, "text": "Page 502", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1123.4", "order": 4, "type": "caption", "bbox": { "l": 170.88, "t": 687.6, "r": 441.6, "b": 673.2 }, "text": "Hydrograph for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1123.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.12, "r": 324.72, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1123.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1123.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.31\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1123.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.003\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1123.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.84\n94.84\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00\n94.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1123.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.08\n0.08\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1124, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p1124.1", "order": 1, "type": "header", "bbox": { "l": 346.32, "t": 739.2, "r": 560.88, "b": 713.28 }, "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1124.2", "order": 2, "type": "header", "bbox": { "l": 451.68, "t": 739.2, "r": 560.16, "b": 699.6 }, "text": "YR-F Rainfall=11.41\"\nPrinted 10/24/2025\nPage 503", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1124.3", "order": 3, "type": "header", "bbox": { "l": 51.84, "t": 737.52, "r": 396.72, "b": 699.6 }, "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1124.4", "order": 4, "type": "heading", "bbox": { "l": 158.4, "t": 687.6, "r": 454.08, "b": 673.2 }, "text": "Stage-Discharge for Pond 56P: Subsurface Basin Lot 7", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1124.5", "order": 5, "type": "table", "bbox": { 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"Discarded (cfs)\n0.00\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1124.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 64.158859 }, "text": "Elevation (feet)\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00\n96.02\n96.04\n96.06", "attrs": { 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"bbox": { "l": 306.50941, "t": 629.926241, "r": 331.634596, "b": 549.918854 }, "text": "0.001\n0.001\n0.002\n0.003\n0.006\n0.008", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1144, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p1144.1", "order": 1, "type": "text", "bbox": { "l": 207.84, "t": 770.4, "r": 404.64, "b": 727.68 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p1144.2", "order": 2, "type": "text", "bbox": { "l": 50.64, "t": 695.04, "r": 285.36, "b": 676.08 }, "text": "Appendix D – Failure Analysis", "reading_order": 1 } ] }, { "document_id": 12617, "page": 1145, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "figure": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1145.1", "order": 1, "type": "figure", "bbox": { "l": 53.76, "t": 739.92, "r": 552, "b": 52.32 }, "text": "", "attrs": { "alt": "Routing diagram for HydroCAD failure analysis showing three stormwater networks draining to POA1, POA 2 and POA 3", "kind": "Routing diagram (HydroCAD stormwater network flow diagram)", "source": "vision-diagram", "description_source": "claude-haiku-5-5" }, "reading_order": 0 }, { "id": "p1145.2", "order": 2, "type": "text", "bbox": { "l": 53.76, "t": 52.32, "r": 552, "b": 40.32 }, "text": "This is a HydroCAD routing diagram titled \"Failure Analysis\" showing three separate stormwater drainage networks, each draining through arrows to a point of analysis (POA). The arrows show the direction of runoff flow. A legend across the bottom left shows the symbols: a green hexagon labelled \"Subcat\" (subcatchment), an orange rectangle labelled \"Reach\", a blue triangle labelled \"Pond\", and a red link shape labelled \"Link\". A title block at bottom right reads \"Routing Diagram for Analysis - Failure\", \"Prepared by Civil Core Consulting, Printed 12/19/2025\", and \"HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\". The legend and title block sit outside the flow network.\n\nNetwork 1 (left): Subcatchments 2S (DA-P1 PERVIOUS) and 8S (DA-P1 IMPERVIOUS) drain by arrows into pond 5P (BIORETENTION BASIN 1A). Subcatchments 5S, 17S, 18S and 16S, each labelled \"Typ. Roof\", also drain by arrows into 5P. Pond 5P drains by an arrow down to pond 2P (Subsurface Infiltration Basin 1). Subcatchment 14S (LOT 11 Roof) drains by an arrow into 2P. Pond 2P drains by an arrow down to link 32L (POA1).\n\nNetwork 2 (centre): Subcatchments 4S (DA-P2 PERVIOUS) and 7S (DA-P2 IMPERVIOUS) drain by arrows into pond 7P (BIORETENTION BASIN 2A) and pond 3P (PERVIOUS PAVEMENT 2B) respectively. Subcatchment 35S (Typ. Roof) drains by an arrow into 7P, and subcatchment 36S (Typ. Roof) drains by an arrow up into 7P. Pond 7P drains by an arrow down-right to pond 33P (INFILTRATION BASIN 2). Pond 3P drains by an arrow down to 33P. Pond 33P drains by an arrow down to link 33L (POA 2).\n\nNetwork 3 (right): Subcatchments 3S (DA-P3 PERVIOUS) and 6S (DA-P3 IMPERVIOUS) drain by arrows into pond 42P (BIORETENTION BASIN 3A) and pond 4P (PERVIOUS PAVEMENT 3B) respectively. Subcatchment 37S (Typ. Roof) drains by an arrow into 42P, and subcatchment 38S (Typ. Roof) drains by an arrow up into 42P. Subcatchment 39S (Typ. Roof) drains by an arrow up into 42P. Pond 42P drains by an arrow down-right to pond 8P (INFILTRATION BASIN 3). Pond 4P drains by an arrow down-left to 8P. 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508.56, "b": 649.44 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points x 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 1 }, { "id": "p1152.3", "order": 3, "type": "table", "bbox": { "l": 51.36, "t": 674.4, "r": 559.92, "b": 68.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 33, "cells_flagged": 5, "flags": [ { "row": 1, "col": 0, "coverage": 0.33, "text": "Subcatchment2S: DA-P1 PERVOUS" }, { "row": 2, "col": 0, "coverage": 0.33, "text": "Subcatchment3S: DA-P3 PERVOUS" }, { "row": 3, "col": 0, "coverage": 0.33, "text": "Subcatchment4S: DA-P2 PERVOUS" }, { "row": 5, "col": 0, "coverage": 0.33, "text": "Subcatchment6S: DA-P3 IMPERVOUS" }, { "row": 6, "col": 0, "coverage": 0.33, "text": "Subcatchment7S: DA-P2 IMPERVOUS" } ] } }, "children": [ { "id": "p1152.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 107.519954, "t": 673.22992, "r": 506.399336, "b": 651.14413 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 9", "reading_order": 0 }, { "id": "p1153.2", "order": 2, "type": "table", "bbox": { "l": 48, "t": 699.6, "r": 559.92, "b": 304.044709 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 2, "integrity": { "cells_checked": 22, "cells_flagged": 0 } }, "children": [ { "id": "p1153.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 48, "t": 699.6, "r": 303.96, "b": 663.8182 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1153.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 303.96, "t": 699.6, "r": 559.92, "b": 663.8182 }, "text": "Peak Elev=91.59' Storage=0.141 cf Inflow=0.42 cfs 7,413 cf Outflow=0.42 cfs 7,413 cf", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1153.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 48, "t": 663.8182, "r": 303.96, "b": 628.0364 }, "text": "Pond 3P: PERVOUS PAVEMENT 2B", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1153.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 291.359724, "t": 649.323543, "r": 555.596987, "b": 640.044574 }, "text": "Peak Elev=94.62' Storage=764 cf Inflow=0.56 cfs 2,198 cf Outflow=0.12 cfs 2,194 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1153.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 48, "t": 628.0364, "r": 303.96, "b": 592.2545 }, "text": "Pond 4P: PERVOUS PAVEMENT 3B", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p1153.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 291.359724, "t": 613.323558, "r": 555.596987, "b": 604.044589 }, "text": "Peak Elev=94.71' Storage=773 cf Inflow=0.59 cfs 2,314 cf Outflow=0.15 cfs 2,310 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1153.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 48, "t": 592.2545, "r": 303.96, "b": 556.4727 }, "text": "Pond 5P: BIORETENTIONBASIN 1A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p1153.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 283.079547, "t": 577.323572, "r": 555.542479, "b": 568.044603 }, "text": "Peak Elev=93.29' Storage=4,929 cf Inflow=1.93 cfs 6,616 cf Outflow=0.21 cfs 6,616 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1153.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 48, "t": 556.4727, "r": 303.96, "b": 520.6909 }, "text": "Pond 7P: BIORENTIONBASIN 2A", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1153.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 299.6399, "t": 541.323587, "r": 555.651495, "b": 532.044618 }, "text": "Peak Elev=95.52' Storage=174 cf Inflow=0.30 cfs 991 cf Outflow=0.30 cfs 944 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1153.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 48, "t": 520.6909, "r": 303.96, "b": 484.9091 }, "text": "Pond 8P: INFILTRATIONBASIN 3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p1153.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 283.080366, "t": 505.323601, "r": 555.543297, "b": 496.044632 }, "text": "Peak Elev=93.61' Storage=3,284 cf Inflow=0.26 cfs 3,697 cf Outflow=0.14 cfs 3,691 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1153.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 48, "t": 484.9091, "r": 303.96, "b": 449.1273 }, "text": "Pond 33P: INFILTRATIONBASIN 2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1153.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 283.079547, "t": 469.323615, "r": 555.542479, "b": 460.044646 }, "text": "Peak Elev=94.16' Storage=2,708 cf Inflow=0.39 cfs 3,138 cf Outflow=0.10 cfs 3,130 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1153.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 53.999978, "t": 433.120757, "r": 224.909184, "b": 423.024221 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1153.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 291.359724, "t": 433.32363, "r": 555.596987, "b": 424.044661 }, "text": "Peak Elev=94.43' Storage=439 cf Inflow=0.45 cfs 1,487 cf Outflow=0.12 cfs 1,388 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1153.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 53.999978, "t": 397.120771, "r": 131.79855, "b": 387.024235 }, "text": "Link 32L: POA1", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1153.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 441.905495, "t": 397.323644, "r": 556.823288, "b": 376.04468 }, "text": "Inflow=0.42 cfs 7,413 cf Primary=0.42 cfs 7,413 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1153.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 53.999978, "t": 361.120786, "r": 133.648473, "b": 351.02425 }, "text": "Link 33L: POA 2", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1153.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 441.905495, "t": 361.323659, "r": 556.823291, "b": 340.044694 }, "text": "Inflow=0.10 cfs 3,130 cf Primary=0.10 cfs 3,130 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1153.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 53.999978, "t": 325.1208, "r": 133.648473, "b": 315.024264 }, "text": "Link 34L: POA 3", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1153.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 441.905495, "t": 325.323673, "r": 556.823291, "b": 304.044709 }, "text": "Inflow=0.14 cfs 3,691 cf Primary=0.14 cfs 3,691 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 }, { "id": "p1153.3", "order": 25, "type": "text", "bbox": { "l": 113.52, "t": 292.32, "r": 574.08, "b": 266.4 }, "text": "Total Runoff Area = 155,557 sf Runoff Volume = 14,402 cf Average Runoff Depth = 1.11\"\n65.25% Pervious = 101,495 sf 34.75% Impervious = 54,062 sf", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1154, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p1154.1", "order": 1, "type": "figure", "bbox": { "l": 53.04, "t": 738.24, "r": 564, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 10" }, "reading_order": 0 }, { "id": "p1154.2", "order": 2, "type": "heading", "bbox": { "l": 159.6, "t": 687.6, "r": 463.2, "b": 672.72 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1154.3", "order": 3, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 464.4, "b": 633.84 }, "text": "Runoff = 0.00 cfs @ 24.01 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1154.4", "order": 4, "type": "text", "bbox": { "l": 361.44, "t": 660, "r": 463.68, "b": 646.56 }, "text": "24 cf, Depth= 0.01\"", "reading_order": 3 }, { "id": "p1154.5", "order": 5, "type": "text", "bbox": { "l": 50.4, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1154.6", "order": 6, "type": "figure", "bbox": { "l": 54, "t": 594.72, "r": 562.56, "b": 60.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\n0.002 Runoff\n0.00 cfs\n0.002\n0.002 NOAA 24-hr D\n0.002\n0.001 2 YR-C Rainfall=3.42\"\n0.001\n0.001 Runoff Area=1.220 ac\nRunoff Volume=24 cf\n0.001\n(cfs) 0.001\n0.001 Runoff Depth=0.01\"\nFlow 0.001\n0.001 Flow Length=525'\nTc=14.2 min\n0.001\n0.000\nCN=39/0\n0.000\n0.000\n0.000\n0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1155, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1155.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 11", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1155.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.84, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1155.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1155.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1155.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1155.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1155.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1155.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753048, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1156, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 5, "items": [ { "id": "p1156.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.68, "r": 563.28, "b": 700.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 12", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1156.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 393.36, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1156.3", "order": 3, "type": "title", "bbox": { "l": 159.84, "t": 687.84, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1156.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.00 cfs @ 24.02 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p1156.5", "order": 5, "type": "text", "bbox": { "l": 362.64, "t": 660, "r": 463.68, "b": 646.56 }, "text": "13 cf. Depth= 0.01\"", "reading_order": 4 }, { "id": "p1156.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1156.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 588, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p1156.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1156.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1156.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1156.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.680", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1156.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1156.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1156.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.680", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1156.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1156.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1156.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1156.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1156.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1156.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1156.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1156.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1156.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "9.0", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1156.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "83", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1156.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0400", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1156.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.15", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1156.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 341.9657, "t": 506.52, "r": 414.3771, "b": 486.15 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1156.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 473.424201 }, "text": "Sheet Flow,\\nGrass: Dense n= 0.240 P2= 3.42\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1156.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 471.51, "r": 89.541931, "b": 461.424205 }, "text": "0.2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1156.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 120.838621, "t": 471.51, "r": 132.760189, "b": 461.424205 }, "text": "10", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1156.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.395429, "t": 471.51, "r": 176.179742, "b": 461.424205 }, "text": "0.0240", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1156.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.149288, "t": 471.51, "r": 224.012033, "b": 461.424205 }, "text": "1.08", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1156.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 341.9657, "t": 486.15, "r": 414.3771, "b": 465.78 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1156.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 286.680137, "t": 471.400741, "r": 446.677877, "b": 449.42421 }, "text": "Shallow Concentrated Flow,\\nShort Grass Pasture Kv= 7.0 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1156.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 447.51001, "r": 89.541931, "b": 437.424215 }, "text": "2.2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1156.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 114.958671, "t": 447.51001, "r": 132.841024, "b": 437.424215 }, "text": "270", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1156.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 197.1429, "t": 465.78, "r": 269.5543, "b": 445.41 }, "text": "", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1156.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 203.154048, "t": 447.51001, "r": 224.016793, "b": 437.424215 }, "text": "2.00", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1156.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 341.9657, "t": 465.78, "r": 414.3771, "b": 445.41 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1156.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 286.680137, "t": 447.400751, "r": 403.451471, "b": 437.304215 }, "text": "Direct Entry, Pioe Flow", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1156.7.34", "order": 41, "type": "table_cell", "bbox": { "l": 68.759972, "t": 433.590016, "r": 89.622717, "b": 423.504221 }, "text": "11.5", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1156.7.35", "order": 42, "type": "table_cell", "bbox": { "l": 114.957015, "t": 433.590016, "r": 132.839367, "b": 423.504221 }, "text": "363", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1156.7.36", "order": 43, "type": "table_cell", "bbox": { "l": 143.392207, "t": 433.590016, "r": 167.224623, "b": 423.504221 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1156.7.37", "order": 44, "type": "table_cell", "bbox": { "l": 269.5543, "t": 445.41, "r": 341.9657, "b": 425.04 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1156.7.38", "order": 45, "type": "table_cell", "bbox": { "l": 341.9657, "t": 445.41, "r": 414.3771, "b": 425.04 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p1156.7.39", "order": 46, "type": "table_cell", "bbox": { "l": 414.3771, "t": 445.41, "r": 486.7886, "b": 425.04 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1156.7.40", "order": 47, "type": "table_cell", "bbox": { "l": 486.7886, "t": 445.41, "r": 559.2, "b": 425.04 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 6 }, { "id": "p1156.8", "order": 48, "type": "figure", "bbox": { "l": 52.32, "t": 393.6, "r": 547.44, "b": 344.16 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Subcatchment 3S: DA-P3 PERVIOUS\nPioe Flow" }, "reading_order": 7 }, { "id": "p1156.9", "order": 49, "type": "caption", "bbox": { "l": 198.24, "t": 349.68, "r": 421.2, "b": 333.84 }, "text": "Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1156.10", "order": 50, "type": "figure", "bbox": { "l": 63.12, "t": 330.72, "r": 555.12, "b": 64.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.001 Runoff\n0.00 cfs\n0.001\nNOAA 24-hr D\n0.001\n0.001\n2 YR-C Rainfall=3.42\"\n0.001\n0.001\n0.001 Runoff Area=0.680 ac\n0.001\n0.001 Runoff Volume=13 cf\n(cfs) 0.001\n0.000 Runoff Depth=0.01\"\nFlow 0.000\n0.000 Flow Length=363'\n0.000\n0.000 Tc=11.5 min\n0.000\n0.000 CN=39/0\n0.000\n0\n0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p1156.11", "order": 51, "type": "footnote", "bbox": { "l": 91.44, "t": 80.4, "r": 492.24, "b": 61.68 }, "text": "6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 1157, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1157.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 13", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1157.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.84, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1157.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1157.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1157.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1157.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1157.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1157.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753048, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1158, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 40, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "table": 1, "table_cell": 31, "text": 3, "title": 1 }, "build_ms": 3, "items": [ { "id": "p1158.1", "order": 1, "type": "figure", "bbox": { "l": 52.8, "t": 738.48, "r": 564.24, "b": 698.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 14" }, "reading_order": 0 }, { "id": "p1158.2", "order": 2, "type": "title", "bbox": { "l": 159.84, "t": 687.6, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1158.3", "order": 3, "type": "text", "bbox": { "l": 52.56, "t": 660.48, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.00 cfs @ 24.01 hrs, Volume=\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 2 }, { "id": "p1158.4", "order": 4, "type": "text", "bbox": { "l": 367.92, "t": 660, "r": 463.68, "b": 646.32 }, "text": "8 cf, Depth = 0.01\"", "reading_order": 3 }, { "id": "p1158.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1158.6", "order": 6, "type": "table", "bbox": { "l": 52.8, "t": 588.48, "r": 559.2, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p1158.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1158.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1158.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1158.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.430\n0.430", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1158.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "39\n39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1158.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1158.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1158.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1158.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1158.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1158.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1158.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1158.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1158.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "60", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1158.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1158.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.13", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1158.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 342.1714, "t": 515.3829, "r": 414.5143, "b": 497.1086 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1158.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 485.424196 }, "text": "Sheet Flow,\\nGrass: Dense n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1158.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1158.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1158.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 197.4857, "t": 497.1086, "r": 269.8286, "b": 478.8343 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1158.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1158.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 342.1714, "t": 497.1086, "r": 414.5143, "b": 478.8343 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1158.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1158.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "8.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1158.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "168", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1158.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1158.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 269.8286, "t": 478.8343, "r": 342.1714, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1158.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 342.1714, "t": 478.8343, "r": 414.5143, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1158.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 414.5143, "t": 478.8343, "r": 486.8571, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1158.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 486.8571, "t": 478.8343, "r": 559.2, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 30 } ], "reading_order": 5 }, { "id": "p1158.7", "order": 38, "type": "caption", "bbox": { "l": 198, "t": 384.96, "r": 420.96, "b": 370.32 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1158.8", "order": 39, "type": "figure", "bbox": { "l": 61.92, "t": 369.36, "r": 556.56, "b": 99.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.001 Runoff\n0.00 cfs\n0.001\nNOAA 24-hr D\n0.001\n0.001 2 YR-C Rainfall=3.42\"\n0.000 Runoff Area=0.430 ac\n0.000 Runoff Volume=8 cf\n(cfs) Runoff Depth=0.01\"\n0.000\nFlow Flow Length=168'\n0.000\nSlope=0.0300 '/'\n0.000\n0.000\nTc=8.7 min\n0.000\nCN=39/0\n0\n0\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 }, { "id": "p1158.9", "order": 40, "type": "footnote", "bbox": { "l": 356.16, "t": 415.2, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1159, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1159.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 15", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1159.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.6, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1159.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1159.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1159.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1159.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1159.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1159.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753048, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1160, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 23, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 12, "text": 4, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1160.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 563.76, "b": 713.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1160.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 395.28, "b": 699.12 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1160.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 16", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1160.4", "order": 4, "type": "title", "bbox": { "l": 182.88, "t": 687.6, "r": 438.72, "b": 672 }, "text": "Summary for Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1160.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 4 }, { "id": "p1160.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1160.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1160.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1160.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1160.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1160.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1160.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1160.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1160.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1160.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1160.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1160.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1160.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1160.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p1160.8", "order": 20, "type": "caption", "bbox": { "l": 221.52, "t": 422.88, "r": 396.24, "b": 407.52 }, "text": "Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1160.9", "order": 21, "type": "figure", "bbox": { "l": 62.4, "t": 402, "r": 536.4, "b": 138.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p1160.10", "order": 22, "type": "text", "bbox": { "l": 509.76, "t": 381.12, "r": 548.16, "b": 368.16 }, "text": "Runoff", "reading_order": 9 }, { "id": "p1160.11", "order": 23, "type": "footnote", "bbox": { "l": 88.56, "t": 154.08, "r": 492.72, "b": 136.08 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 1161, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1161.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 17" }, "reading_order": 0 }, { "id": "p1161.2", "order": 2, "type": "caption", "bbox": { "l": 185.04, "t": 687.6, "r": 436.08, "b": 672 }, "text": "Hydrograph for Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1161.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1161.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1161.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1161.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1161.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1161.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1162, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 33, "text": 3 }, "build_ms": 4, "items": [ { "id": "p1162.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.72, "r": 563.28, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 18", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1162.2", "order": 2, "type": "header", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.24 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1162.3", "order": 3, "type": "heading", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1162.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 304.8, "b": 634.56 }, "text": "Runoff = 0.59 cfs @ 12.12 hrs, Volume=\nRouted to Pond 4P : PERVIOUS PAVEMENT 3B\n2,314 cf, Depth= 3.19\"", "reading_order": 3 }, { "id": "p1162.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.92, "b": 646.32 }, "text": "2,314 cf, Depth = 3.19", "reading_order": 4 }, { "id": "p1162.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1162.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.48, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 7, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p1162.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1162.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1162.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1162.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.200", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1162.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1162.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 267.203736, "b": 561.264165 }, "text": "Paved parking, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1162.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.200", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1162.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1162.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1162.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1162.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1162.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1162.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1162.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1162.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1162.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1162.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1162.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1162.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1162.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 341.9314, "t": 510.0343, "r": 414.2743, "b": 490.4229 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1162.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1162.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1162.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1162.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1162.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1162.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 341.9314, "t": 490.4229, "r": 414.2743, "b": 470.8114 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1162.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1162.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1162.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1162.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 269.5886, "t": 470.8114, "r": 341.9314, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1162.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 341.9314, "t": 470.8114, "r": 414.2743, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1162.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 414.2743, "t": 470.8114, "r": 486.6171, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1162.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 486.6171, "t": 470.8114, "r": 558.96, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 6 }, { "id": "p1162.8", "order": 41, "type": "caption", "bbox": { "l": 191.04, "t": 372.96, "r": 427.92, "b": 358.56 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1162.9", "order": 42, "type": "figure", "bbox": { "l": 61.2, "t": 352.8, "r": 551.28, "b": 88.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.65 Runoff\n0.59 cfs\n0.6\nNOAA 24-hr D\n0.55\n0.5 2 YR-C Rainfall=3.42\"\n0.45 Runoff Area=0.200 ac\n0.4 Runoff Volume=2,314 cf\n(cfs) 0.35 Runoff Depth=3.19\"\nFlow Flow Length=155'\n0.3\nTc=4.3 min\n0.25\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1163, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1163.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 19", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1163.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1163.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1163.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1163.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1163.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1163.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1163.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.34\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1164, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 30, "text": 3 }, "build_ms": 4, "items": [ { "id": "p1164.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 563.76, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 20", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1164.2", "order": 2, "type": "header", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1164.3", "order": 3, "type": "heading", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1164.4", "order": 4, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 304.8, "b": 634.56 }, "text": "Runoff = 0.56 cfs @ 12.12 hrs, Volume=\nRouted to Pond 3P : PERVIOUS PAVEMENT 2B\n2,198 cf, Depth= 3.19\"", "reading_order": 3 }, { "id": "p1164.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.92, "b": 646.56 }, "text": "2,198 cf, Depth= 3.19\"", "reading_order": 4 }, { "id": "p1164.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1164.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.72, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p1164.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1164.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1164.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1164.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.190\n0.190", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1164.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1164.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1164.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1164.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1164.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1164.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1164.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1164.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1164.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1164.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1164.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1164.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1164.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 341.7943, "t": 510.4114, "r": 414.1029, "b": 490.8343 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1164.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1164.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1164.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1164.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1164.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1164.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 341.7943, "t": 490.8343, "r": 414.1029, "b": 471.2571 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1164.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1164.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1164.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1164.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 269.4857, "t": 471.2571, "r": 341.7943, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1164.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 341.7943, "t": 471.2571, "r": 414.1029, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1164.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 414.1029, "t": 471.2571, "r": 486.4114, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1164.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 486.4114, "t": 471.2571, "r": 558.72, "b": 451.68 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p1164.8", "order": 38, "type": "caption", "bbox": { "l": 191.04, "t": 372.96, "r": 427.92, "b": 358.32 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1164.9", "order": 39, "type": "figure", "bbox": { "l": 61.92, "t": 352.8, "r": 553.44, "b": 86.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.6 0.56 cfs\nNOAA 24-hr D\n0.55\n2 YR-C Rainfall=3.42\"\n0.5\nRunoff Area=0.190 ac\n0.45\n0.4\nRunoff Volume=2,198 cf\n(cfs) Runoff Depth=3.19\"\n0.35\nFlow Flow Length=172'\n0.3\n0.25\nTc=4.3 min\n0.2\nCN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1165, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1165.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 21", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1165.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1165.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1165.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1165.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1165.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1165.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1165.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.32\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1166, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 2, "header": 1, "table": 1, "table_cell": 31, "text": 3, "title": 1 }, "build_ms": 3, "items": [ { "id": "p1166.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 738, "r": 563.76, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 22", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1166.2", "order": 2, "type": "title", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1166.3", "order": 3, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 464.4, "b": 634.08 }, "text": "Runoff = 1.33 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1166.4", "order": 4, "type": "text", "bbox": { "l": 347.52, "t": 660, "r": 463.68, "b": 646.56 }, "text": "4,627 cf, Depth= 3.19\"", "reading_order": 3 }, { "id": "p1166.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.28, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1166.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 588.72, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p1166.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1166.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1166.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1166.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1166.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1166.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1166.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1166.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1166.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1166.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1166.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1166.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1166.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1166.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 114.958671, "t": 507.509986, "r": 132.841024, "b": 497.424191 }, "text": "235", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1166.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 143.393863, "t": 507.509986, "r": 176.178176, "b": 497.424191 }, "text": "0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1166.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 203.147723, "t": 507.509986, "r": 224.010468, "b": 497.424191 }, "text": "2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1166.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 341.8286, "t": 514.8, "r": 414.2057, "b": 496.32 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1166.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 429.653191, "b": 485.424196 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1166.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1166.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1166.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 197.0743, "t": 496.32, "r": 269.4514, "b": 477.84 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1166.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1166.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 341.8286, "t": 496.32, "r": 414.2057, "b": 477.84 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1166.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1166.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1166.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1166.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1166.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 269.4514, "t": 477.84, "r": 341.8286, "b": 459.36 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1166.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 341.8286, "t": 477.84, "r": 414.2057, "b": 459.36 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1166.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 414.2057, "t": 477.84, "r": 486.5829, "b": 459.36 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1166.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 486.5829, "t": 477.84, "r": 558.96, "b": 459.36 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 30 } ], "reading_order": 5 }, { "id": "p1166.7", "order": 38, "type": "caption", "bbox": { "l": 192, "t": 384.96, "r": 428.16, "b": 370.32 }, "text": "Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1166.8", "order": 39, "type": "figure", "bbox": { "l": 63.12, "t": 364.08, "r": 554.4, "b": 117.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.33 cfs\nNOAA 24-hr D\n2 YR-C Rainfall=3.42\"\nRunoff Area=0.400 ac\n1\nRunoff Volume=4,627 cf\n(cfs) Runoff Depth=3.19\"\nFlow Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98" }, "reading_order": 7 }, { "id": "p1166.9", "order": 40, "type": "footnote", "bbox": { "l": 343.92, "t": 414.96, "r": 546.24, "b": 400.56 }, "text": "Subcatchment 8S: DA-P1_IMPERVIOUS", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p1166.10", "order": 41, "type": "footnote", "bbox": { "l": 84.48, "t": 119.52, "r": 492.72, "b": 97.92 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1167, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1167.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 23", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1167.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1167.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1167.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1167.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1167.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1167.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1167.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.78\n0.07\n0.04\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1168, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 11, "text": 3 }, "build_ms": 2, "items": [ { "id": "p1168.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 563.76, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 24", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1168.2", "order": 2, "type": "heading", "bbox": { "l": 171.12, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1168.3", "order": 3, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 311.76, "b": 634.32 }, "text": "Runoff = 0.25 cfs @ 12.09 hrs, Volume=\nRouted to Pond 2P : Subusrface Infiltration Basin 1\n797 cf, Depth= 3.19\"", "reading_order": 2 }, { "id": "p1168.4", "order": 4, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.92, "b": 646.56 }, "text": "797 cf, Depth= 3.19\"", "reading_order": 3 }, { "id": "p1168.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.52, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1168.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p1168.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1168.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1168.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1168.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1168.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1168.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1168.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1168.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1168.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1168.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1168.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 5 }, { "id": "p1168.7", "order": 18, "type": "caption", "bbox": { "l": 209.76, "t": 422.88, "r": 408.24, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1168.8", "order": 19, "type": "figure", "bbox": { "l": 62.64, "t": 402.48, "r": 553.44, "b": 137.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.26 0.25 cfs\nNOAA 24-hr D\n0.24\n0.22\n2 YR-C Rainfall=3.42\"\n0.2\n0.18 Runoff Area=3,000 sf\n0.16 Runoff Volume=797 cf\n(cfs)\nRunoff Depth=3.19\"\n0.14\nFlow 0.12\nFlow Length=40'\n0.1\n0.08 Tc=0.3 min\nCN=0/98\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1169, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1169.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 25" }, "reading_order": 0 }, { "id": "p1169.2", "order": 2, "type": "caption", "bbox": { "l": 174.24, "t": 687.6, "r": 446.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1169.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1169.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1169.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1169.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1169.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1169.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1170, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "table": 1, "table_cell": 12, "text": 4, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1170.1", "order": 1, "type": "figure", "bbox": { "l": 53.04, "t": 738, "r": 564, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 26" }, "reading_order": 0 }, { "id": "p1170.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1170.3", "order": 3, "type": "text", "bbox": { "l": 52.8, "t": 660, "r": 464.64, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1170.4", "order": 4, "type": "text", "bbox": { "l": 355.92, "t": 660, "r": 463.92, "b": 646.56 }, "text": "491 cf, Depth= 3.19\"", "reading_order": 3 }, { "id": "p1170.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1170.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1170.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1170.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1170.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1170.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1170.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1170.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1170.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1170.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1170.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1170.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1170.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1170.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1170.7", "order": 19, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1170.8", "order": 20, "type": "figure", "bbox": { "l": 62.88, "t": 401.52, "r": 510.24, "b": 138.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1170.9", "order": 21, "type": "text", "bbox": { "l": 509.76, "t": 381.12, "r": 548.16, "b": 368.4 }, "text": "Runoff", "reading_order": 8 }, { "id": "p1170.10", "order": 22, "type": "footnote", "bbox": { "l": 88.8, "t": 154.08, "r": 492.72, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1171, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1171.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 27" }, "reading_order": 0 }, { "id": "p1171.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1171.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1171.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1171.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1171.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1171.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1171.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1172, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "table": 1, "table_cell": 12, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1172.1", "order": 1, "type": "figure", "bbox": { "l": 53.04, "t": 738, "r": 564, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 28" }, "reading_order": 0 }, { "id": "p1172.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1172.3", "order": 3, "type": "text", "bbox": { "l": 52.8, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1172.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 3 }, { "id": "p1172.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1172.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1172.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1172.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1172.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1172.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1172.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1172.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1172.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1172.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1172.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1172.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1172.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 4 }, { "id": "p1172.6", "order": 18, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1172.7", "order": 19, "type": "caption", "bbox": { "l": 254.64, "t": 402, "r": 306.72, "b": 390.96 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1172.8", "order": 20, "type": "figure", "bbox": { "l": 62.4, "t": 400.56, "r": 501.12, "b": 138.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1172.9", "order": 21, "type": "text", "bbox": { "l": 509.76, "t": 381.12, "r": 548.16, "b": 368.16 }, "text": "Runoff", "reading_order": 8 }, { "id": "p1172.10", "order": 22, "type": "footnote", "bbox": { "l": 88.8, "t": 154.08, "r": 492.72, "b": 135.84 }, "text": "10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1173, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1173.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 29" }, "reading_order": 0 }, { "id": "p1173.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1173.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1173.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1173.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1173.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1173.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1173.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1174, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 12, "text": 4, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1174.1", "order": 1, "type": "header", "bbox": { "l": 365.04, "t": 739.2, "r": 565.2, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\ns LLC Page 30", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1174.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 391.44, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1174.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1174.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660, "r": 464.64, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p1174.5", "order": 5, "type": "text", "bbox": { "l": 355.92, "t": 660, "r": 463.92, "b": 646.56 }, "text": "491 cf, Depth= 3.19\"", "reading_order": 4 }, { "id": "p1174.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1174.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1174.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1174.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1174.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1174.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1174.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1174.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1174.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1174.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1174.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1174.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1174.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1174.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p1174.8", "order": 20, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1174.9", "order": 21, "type": "caption", "bbox": { "l": 254.4, "t": 402, "r": 306.72, "b": 390.96 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1174.10", "order": 22, "type": "figure", "bbox": { "l": 62.64, "t": 400.8, "r": 499.92, "b": 138.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 9 }, { "id": "p1174.11", "order": 23, "type": "text", "bbox": { "l": 509.76, "t": 381.12, "r": 548.16, "b": 368.4 }, "text": "Runoff", "reading_order": 10 }, { "id": "p1174.12", "order": 24, "type": "footnote", "bbox": { "l": 88.8, "t": 154.08, "r": 492.72, "b": 135.84 }, "text": "8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 1175, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1175.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 31" }, "reading_order": 0 }, { "id": "p1175.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1175.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1175.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1175.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1175.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1175.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1175.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1176, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 11, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1176.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 563.76, "b": 702.48 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nis LLC Page 32", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1176.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.84, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1176.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1176.4", "order": 4, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 3 }, { "id": "p1176.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1176.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p1176.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1176.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1176.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1176.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1176.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1176.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1176.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.4", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1176.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n45", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1176.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1176.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1176.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 5 }, { "id": "p1176.7", "order": 18, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1176.8", "order": 19, "type": "figure", "bbox": { "l": 62.64, "t": 402.48, "r": 551.28, "b": 138.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1176.9", "order": 20, "type": "footnote", "bbox": { "l": 88.8, "t": 154.32, "r": 492.72, "b": 135.84 }, "text": "◔ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1177, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1177.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 33" }, "reading_order": 0 }, { "id": "p1177.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1177.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1177.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1177.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1177.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1177.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1177.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1178, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 3, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1178.1", "order": 1, "type": "header", "bbox": { "l": 448.56, "t": 739.2, "r": 563.28, "b": 699.84 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 34", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1178.2", "order": 2, "type": "header", "bbox": { "l": 364.8, "t": 738.48, "r": 564, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1178.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 390.24, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1178.4", "order": 4, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1178.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 4 }, { "id": "p1178.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 5 }, { "id": "p1178.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1178.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1178.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1178.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1178.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1178.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1178.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1178.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1178.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1178.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1178.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1178.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1178.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p1178.8", "order": 20, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1178.9", "order": 21, "type": "figure", "bbox": { "l": 62.88, "t": 402.24, "r": 550.8, "b": 138.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p1178.10", "order": 22, "type": "footnote", "bbox": { "l": 88.8, "t": 154.32, "r": 492.72, "b": 136.08 }, "text": "◔ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1179, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1179.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 35" }, "reading_order": 0 }, { "id": "p1179.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1179.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1179.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1179.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1179.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1179.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1179.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1180, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1180.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 564.24, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 36", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1180.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.28, "r": 393.6, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1180.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1180.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p1180.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1180.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1180.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1180.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1180.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1180.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.76, "r": 558.96, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1180.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1180.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1180.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1180.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.28, "r": 558.96, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1180.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1180.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1180.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1180.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1180.7", "order": 19, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1180.8", "order": 20, "type": "figure", "bbox": { "l": 62.64, "t": 402, "r": 548.4, "b": 138.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1180.9", "order": 21, "type": "footnote", "bbox": { "l": 88.56, "t": 154.32, "r": 492.72, "b": 135.84 }, "text": "3 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1181, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1181.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 37" }, "reading_order": 0 }, { "id": "p1181.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1181.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1181.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1181.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1181.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1181.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1181.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1182, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1182.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.44, "r": 564.24, "b": 701.52 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 38", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1182.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.28, "r": 393.84, "b": 699.36 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1182.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1182.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.24, "r": 464.88, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p1182.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1182.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1182.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1182.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1182.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1182.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.76, "r": 558.96, "b": 569.28 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1182.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1182.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1182.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1182.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.28, "r": 558.96, "b": 550.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1182.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1182.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1182.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1182.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1182.7", "order": 19, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1182.8", "order": 20, "type": "figure", "bbox": { "l": 62.64, "t": 402.24, "r": 551.28, "b": 138.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1182.9", "order": 21, "type": "footnote", "bbox": { "l": 88.56, "t": 154.32, "r": 492.72, "b": 135.84 }, "text": "∅ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1183, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1183.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 39" }, "reading_order": 0 }, { "id": "p1183.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1183.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1183.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1183.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1183.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1183.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1183.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1184, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 11, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1184.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.44, "r": 564.24, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 40", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1184.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 395.28, "b": 699.12 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1184.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1184.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 660.24, "r": 464.88, "b": 634.08 }, "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p1184.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1184.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p1184.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1184.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1184.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1184.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1184.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1184.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1184.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.4", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1184.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n45", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1184.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1184.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1184.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 5 }, { "id": "p1184.7", "order": 18, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 400.08, "b": 407.52 }, "text": "Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1184.8", "order": 19, "type": "figure", "bbox": { "l": 62.64, "t": 402.48, "r": 550.8, "b": 138.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1184.9", "order": 20, "type": "footnote", "bbox": { "l": 88.56, "t": 154.32, "r": 492.72, "b": 135.84 }, "text": "∅ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1185, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1185.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 41" }, "reading_order": 0 }, { "id": "p1185.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1185.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1185.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1185.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1185.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1185.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1185.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.09\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1186, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "figure": 1, "footer": 3, "footnote": 1, "header": 1, "heading": 2, "table": 1, "table_cell": 8, "text": 2 }, "build_ms": 3, "items": [ { "id": "p1186.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 563.04, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 42", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1186.2", "order": 2, "type": "heading", "bbox": { "l": 149.76, "t": 687.36, "r": 472.56, "b": 672.72 }, "text": "Summary for Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1186.3", "order": 3, "type": "text", "bbox": { "l": 51.84, "t": 660.96, "r": 520.32, "b": 514.08 }, "text": "Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.10\" for 2 YR-C event\nInflow = 0.42 cfs @ 12.09 hrs, Volume= 7,413 cf\nOutflow = 0.42 cfs @ 12.10 hrs, Volume= 7,413 cf, Atten= 1%, Lag= 0.4 min\nPrimary = 0.42 cfs @ 12.10 hrs, Volume= 7,413 cf\nRouted to Link 32L : POA1\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 91.55' Surf.Area= 0.057 ac Storage= 0.140 af\nPeak Elev= 91.59' @ 12.10 hrs Surf.Area= 0.057 ac Storage= 0.141 af (0.001 af above start)\n\nPlug-Flow detention time= 757.4 min calculated for 1,312 cf (18% of inflow)\nCenter-of-Mass det. time= 2.5 min (871.2 - 868.7 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1186.4", "order": 4, "type": "table", "bbox": { "l": 51.84, "t": 504.72, "r": 558, "b": 402 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p1186.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 543.197044, "b": 465.264204 }, "text": "Volume\n#1A\n0.341 af Overall - 0.091 af Embedded = 0.250 af x 40.0% Voids", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1186.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.356965, "t": 501.269988, "r": 149.228173, "b": 477.264199 }, "text": "Invert\n87.00'", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1186.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.113927, "t": 501.269988, "r": 228.870732, "b": 477.264199 }, "text": "Avail.Storage\n0.100 af", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1186.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.226133, "t": 501.269988, "r": 409.382851, "b": 477.144199 }, "text": "Storage Description\n27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1186.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1186.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1186.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 189.953409, "t": 463.350004, "r": 228.698506, "b": 453.264209 }, "text": "0.073 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1186.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.24024, "t": 463.350004, "r": 512.131333, "b": 405.264228 }, "text": "ADS N-12 36\" x 20 Inside #1\\nInside = 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\\nOutside = 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\\n20 Chambers in 5 Rows\\n24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p1186.5", "order": 13, "type": "heading", "bbox": { "l": 67.2, "t": 379.44, "r": 295.44, "b": 366 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1186.6", "order": 14, "type": "text", "bbox": { "l": 50.64, "t": 355.92, "r": 558.24, "b": 222.24 }, "text": "Device Routing Invert Outlet Devices\n#1 Primary 91.55' 48.0\" x 48.0\" Horiz. Grate C=0.600\n#2 Device 1 88.00' 12.0\" Round Culvert\nL=119.0' RCP, square edge headwall, Ke=0.500\nInlet / Outlet Invert=88.00'/86.00' S=0.0168'/' Cc=0.900\nn=0.012 Concrete pipe, finished, Flow Area=0.79 sf\nPrimary OutFlow Max=0.42 cfs @ 12.10 hrs HW=91.59' TW=0.00' (Dynamic Tailwater)\n1=Grate (Weir Controls 0.42 cfs @ 0.65 fps)\n2=Culvert (Passes 0.42 cfs of 0.58 cfs potential flow)", "attrs": { "block_label": "algorithm" }, "reading_order": 5 }, { "id": "p1186.7", "order": 15, "type": "figure", "bbox": { "l": 52.8, "t": 191.76, "r": 557.28, "b": 123.12 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 2P: Subusrface Infiltration Basin 1\nCulvert" }, "reading_order": 6 }, { "id": "p1186.8", "order": 16, "type": "footnote", "bbox": { "l": 188.16, "t": 403.2, "r": 353.28, "b": 390.24 }, "text": "0.173 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p1186.9", "order": 17, "type": "footer", "bbox": { "l": 513.36, "t": 183.36, "r": 541.44, "b": 172.56 }, "text": "Grate", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p1186.10", "order": 18, "type": "footer", "bbox": { "l": 71.28, "t": 176.4, "r": 278.88, "b": 163.68 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p1186.11", "order": 19, "type": "footer", "bbox": { "l": 505.92, "t": 141.6, "r": 542.16, "b": 129.36 }, "text": "Culvert", "attrs": { "block_label": "footer" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 1187, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 2, "header": 2, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1187.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.92, "r": 564.48, "b": 700.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 43", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1187.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738.24, "r": 389.76, "b": 698.4 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1187.3", "order": 3, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.16, "b": 672.48 }, "text": "Pond 2P: Subusrface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1187.4", "order": 4, "type": "text", "bbox": { "l": 49.92, "t": 664.56, "r": 543.12, "b": 362.88 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1187.5", "order": 5, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.88, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 }, { "id": "p1187.6", "order": 6, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 345.12, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1188, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1188.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 565.92, "b": 702.48 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nis LLC Page 44", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1188.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 393.12, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1188.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.56, "b": 672.96 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1188.4", "order": 4, "type": "figure", "bbox": { "l": 63.6, "t": 670.08, "r": 554.16, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Primary\n0.42 cfs\n0.42 Inflow Area=80,967 sf\n0.44\n0.4\n0.38 Peak Elev=91.59'\n0.36\nStorage=0.141 af\n0.34\n0.32\n0.3\n0.28\n(cfs)\n0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1188.5", "order": 5, "type": "caption", "bbox": { "l": 187.44, "t": 381.6, "r": 431.04, "b": 367.44 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1188.6", "order": 6, "type": "figure", "bbox": { "l": 63.12, "t": 358.56, "r": 553.68, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n92\nGrate\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\n87\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1189, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1189.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 563.76, "b": 702.72 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 45", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1189.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.76, "r": 399.36, "b": 698.64 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1189.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 711.12, "r": 560.16, "b": 698.88 }, "text": "Page 45", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1189.4", "order": 4, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.56, "b": 672.72 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1189.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 666, "r": 555.12, "b": 398.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n92\nStarting Elevation\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14 0.15 0.16 0.17\nStorage (acre-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1190, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1190.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 46", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1190.2", "order": 2, "type": "caption", "bbox": { "l": 154.08, "t": 687.6, "r": 467.04, "b": 672.24 }, "text": "Hydrograph for Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1190.3", "order": 3, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 325.2, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1190.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1190.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.03\n0.04\n0.07\n0.30\n0.21\n0.17\n0.12\n0.08\n0.05\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1190.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 166.079813, "t": 659.403539, "r": 213.194042, "b": 229.76473799999997 }, "text": "Storage (acre-feet)\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.141\n0.141\n0.141\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1190.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 222.47973, "t": 659.403539, "r": 264.069701, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.55\n91.55\n91.56\n91.56\n91.56\n91.56\n91.58\n91.58\n91.57\n91.57\n91.56\n91.56\n91.56\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1190.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 285.359664, "t": 659.403539, "r": 320.26147, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.01\n0.02\n0.03\n0.04\n0.07\n0.30\n0.21\n0.17\n0.12\n0.08\n0.05\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1191, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 14, "items": [ { "id": "p1191.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1191.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 395.28, "b": 699.36 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1191.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 47", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1191.4", "order": 4, "type": "caption", "bbox": { "l": 141.6, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1191.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 662.4, "r": 283.44, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1191.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.05\n87.10\n87.15\n87.20\n87.25\n87.30\n87.35\n87.40\n87.45\n87.50\n87.55\n87.60\n87.65\n87.70\n87.75\n87.80\n87.85\n87.90\n87.95\n88.00\n88.05\n88.10\n88.15\n88.20\n88.25\n88.30\n88.35\n88.40\n88.45\n88.50\n88.55\n88.60\n88.65\n88.70\n88.75\n88.80\n88.85\n88.90\n88.95\n89.00\n89.05\n89.10\n89.15\n89.20\n89.25\n89.30\n89.35\n89.40\n89.45\n89.50\n89.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1191.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1191.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n89.60\n89.65\n89.70\n89.75\n89.80\n89.85\n89.90\n89.95\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1191.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.58\n0.92\n1.13\n1.30\n1.46\n1.60\n1.72\n1.84\n1.95\n2.06\n2.16\n2.26", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1191.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 399.36, "b": 450.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1191.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 450.56465 }, "text": "Elevation (feet)\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1191.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 450.56465 }, "text": "Primary (cfs)\n2.35\n2.44\n2.52\n2.60\n2.69\n2.76\n2.84\n2.91\n2.98\n3.05\n3.12\n3.19\n3.26\n3.32\n3.38\n3.45\n3.51", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1192, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 1, "table": 2, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p1192.1", "order": 1, "type": "header", "bbox": { "l": 51.12, "t": 738.24, "r": 564.24, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 48", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1192.2", "order": 2, "type": "caption", "bbox": { "l": 134.16, "t": 687.6, "r": 489.12, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1192.3", "order": 3, "type": "table", "bbox": { "l": 56.64, "t": 663.12, "r": 309.84, "b": 58.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1192.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.05\n87.10\n87.15\n87.20\n87.25\n87.30\n87.35\n87.40\n87.45\n87.50\n87.55\n87.60\n87.65\n87.70\n87.75\n87.80\n87.85\n87.90\n87.95\n88.00\n88.05\n88.10\n88.15\n88.20\n88.25\n88.30\n88.35\n88.40\n88.45\n88.50\n88.55\n88.60\n88.65\n88.70\n88.75\n88.80\n88.85\n88.90\n88.95\n89.00\n89.05\n89.10\n89.15\n89.20\n89.25\n89.30\n89.35\n89.40\n89.45\n89.50\n89.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1192.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 122.159871, "t": 659.403539, "r": 168.192599, "b": 64.164805 }, "text": "Storage (acre-feet)\n0.000\n0.001\n0.002\n0.003\n0.005\n0.006\n0.007\n0.008\n0.009\n0.010\n0.011\n0.012\n0.013\n0.014\n0.015\n0.016\n0.017\n0.018\n0.020\n0.021\n0.022\n0.024\n0.026\n0.027\n0.029\n0.031\n0.033\n0.034\n0.036\n0.038\n0.040\n0.042\n0.044\n0.046\n0.047\n0.049\n0.051\n0.053\n0.055\n0.057\n0.059\n0.061\n0.063\n0.065\n0.067\n0.069\n0.071\n0.074\n0.076\n0.078\n0.080\n0.082", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1192.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 191.999923, "t": 659.403539, "r": 232.566078, "b": 64.164805 }, "text": "Elevation (feet)\n89.60\n89.65\n89.70\n89.75\n89.80\n89.85\n89.90\n89.95\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1192.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 256.679817, "t": 659.403539, "r": 302.712545, "b": 64.164805 }, "text": "Storage (acre-feet)\n0.084\n0.086\n0.088\n0.089\n0.091\n0.093\n0.095\n0.097\n0.099\n0.101\n0.103\n0.105\n0.106\n0.108\n0.110\n0.112\n0.113\n0.115\n0.116\n0.118\n0.119\n0.121\n0.122\n0.123\n0.124\n0.125\n0.126\n0.127\n0.128\n0.129\n0.130\n0.131\n0.132\n0.133\n0.134\n0.136\n0.137\n0.138\n0.139\n0.140\n0.141\n0.142\n0.143\n0.145\n0.146\n0.147\n0.148\n0.149\n0.150\n0.151\n0.153\n0.154", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 2 }, { "id": "p1192.4", "order": 8, "type": "table", "bbox": { "l": 323.28, "t": 661.92, "r": 441.12, "b": 450.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1192.4.1", "order": 9, "type": "table_cell", "bbox": { "l": 326.519869, "t": 659.403539, "r": 367.086025, "b": 450.56465 }, "text": "Elevation (feet)\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1192.4.2", "order": 10, "type": "table_cell", "bbox": { "l": 391.199763, "t": 659.403539, "r": 438.316849, "b": 450.56465 }, "text": "Storage (acre-feet)\n0.155\n0.156\n0.157\n0.158\n0.159\n0.161\n0.162\n0.163\n0.164\n0.165\n0.166\n0.167\n0.168\n0.170\n0.171\n0.172\n0.173", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1193, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 73, "counts_by_type": { "footnote": 2, "header": 1, "heading": 1, "table": 3, "table_cell": 65, "text": 1 }, "build_ms": 14, "items": [ { "id": "p1193.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1193.2", "order": 2, "type": "heading", "bbox": { "l": 161.52, "t": 687.84, "r": 461.52, "b": 672.96 }, "text": "Summary for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1193.3", "order": 3, "type": "table", "bbox": { "l": 52.56, "t": 660.96, "r": 531.6, "b": 602.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1193.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 52.56, "t": 660.96, "r": 531.6, "b": 649.344 }, "text": "Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1193.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.56, "t": 649.344, "r": 531.6, "b": 637.728 }, "text": "Inflow = 0.56 cfs @ 12.12 hrs, Volume= 2,198 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1193.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 52.56, "t": 637.728, "r": 531.6, "b": 626.112 }, "text": "Outflow = 0.12 cfs @ 12.40 hrs, Volume= 2,194 cf, Atten= 78%, Lag= 16.7 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1193.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 52.56, "t": 626.112, "r": 531.6, "b": 614.496 }, "text": "Primary = 0.12 cfs @ 12.40 hrs, Volume= 2,194 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1193.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 52.56, "t": 614.496, "r": 531.6, "b": 602.88 }, "text": "Routed to Pond 33P : INEIL TRATION BASIN 2", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 } ], "reading_order": 2 }, { "id": "p1193.4", "order": 9, "type": "text", "bbox": { "l": 52.56, "t": 588.72, "r": 421.44, "b": 524.88 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.62' @ 12.54 hrs Surf. Area = 6,150 sf Storage = 764 cf\nPlug-Flow detention time = 132.8 min calculated for 2,194 cf (100% of inflow) Center-of-Mass det. time = 131.5 min (889.4 - 757.9)", "reading_order": 3 }, { "id": "p1193.5", "order": 10, "type": "table", "bbox": { "l": 52.08, "t": 516.48, "r": 557.52, "b": 238.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 42, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.2, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf …" }, { "row": 2, "col": 3, "coverage": 0.27, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,5…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1193.5.1", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1193.5.2", "order": 12, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1193.5.3", "order": 13, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1193.5.4", "order": 14, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1193.5.5", "order": 15, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1193.5.6", "order": 16, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1193.5.7", "order": 17, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1193.5.8", "order": 18, "type": "table_cell", "bbox": { "l": 355.344, "t": 496.6114, "r": 557.52, "b": 476.7429 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1193.5.9", "order": 19, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1193.5.10", "order": 20, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1193.5.11", "order": 21, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1193.5.12", "order": 22, "type": "table_cell", "bbox": { "l": 355.344, "t": 476.7429, "r": 557.52, "b": 456.8743 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1193.5.13", "order": 23, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1193.5.14", "order": 24, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1193.5.15", "order": 25, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1193.5.16", "order": 26, "type": "table_cell", "bbox": { "l": 355.344, "t": 456.8743, "r": 557.52, "b": 437.0057 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1193.5.17", "order": 27, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.0057, "r": 153.168, "b": 417.1371 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1193.5.18", "order": 28, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.0057, "r": 254.256, "b": 417.1371 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1193.5.19", "order": 29, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1193.5.20", "order": 30, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1193.5.21", "order": 31, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.463499, "b": 377.424239 }, "text": "Elevation (feet)\n93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p1193.5.22", "order": 32, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.939068, "b": 377.424239 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p1193.5.23", "order": 33, "type": "table_cell", "bbox": { "l": 216.482589, "t": 413.430024, "r": 270.296123, "b": 377.424239 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p1193.5.24", "order": 34, "type": "table_cell", "bbox": { "l": 300.957943, "t": 413.430024, "r": 354.946977, "b": 377.424239 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1193.5.25", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1193.5.26", "order": 36, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1193.5.27", "order": 37, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1193.5.28", "order": 38, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1193.5.29", "order": 39, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.463499, "b": 315.504264 }, "text": "Elevation (feet)\n94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p1193.5.30", "order": 40, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.939068, "b": 315.504264 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1193.5.31", "order": 41, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 315.504264 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p1193.5.32", "order": 42, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 315.504264 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p1193.5.33", "order": 43, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1193.5.34", "order": 44, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1193.5.35", "order": 45, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1193.5.36", "order": 46, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1193.5.37", "order": 47, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.463499, "b": 253.584289 }, "text": "Elevation (feet)\n94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p1193.5.38", "order": 48, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.939068, "b": 253.584289 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p1193.5.39", "order": 49, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 253.584289 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p1193.5.40", "order": 50, "type": "table_cell", "bbox": { "l": 300.957621, "t": 289.590073, "r": 354.946655, "b": 253.584289 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p1193.5.41", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1193.5.42", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1193.5.43", "order": 53, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1193.5.44", "order": 54, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 } ], "reading_order": 4 }, { "id": "p1193.6", "order": 55, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.6, "b": 126.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1193.6.1", "order": 56, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1193.6.2", "order": 57, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1193.6.3", "order": 58, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1193.6.4", "order": 59, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1193.6.5", "order": 60, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1193.6.6", "order": 61, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1193.6.7", "order": 62, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1193.6.8", "order": 63, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1193.6.9", "order": 64, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1193.6.10", "order": 65, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1193.6.11", "order": 66, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1193.6.12", "order": 67, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1193.6.13", "order": 68, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.28, "r": 177.96, "b": 126.72 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1193.6.14", "order": 69, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1193.6.15", "order": 70, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1193.6.16", "order": 71, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.28, "r": 555.6, "b": 126.72 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p1193.7", "order": 72, "type": "footnote", "bbox": { "l": 66.24, "t": 611.04, "r": 294.96, "b": 598.8 }, "text": "Routed to Pond 33P : INFILTRATION BASIN 2", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p1193.8", "order": 73, "type": "footnote", "bbox": { "l": 52.56, "t": 121.2, "r": 497.04, "b": 70.32 }, "text": "Primary OutFlow Max=0.12 cfs @ 12.40 hrs HW=94.61' TW=94.04' (Dynamic Tailwater)\n3=Culvert (Passes 0.12 cfs of 3.29 cfs potential flow)\n1=Orifice (Orifice Controls 0.12 cfs @ 3.61 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1194, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 4, "counts_by_type": { "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1194.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.68, "r": 565.44, "b": 700.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 50", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1194.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 411.6, "b": 698.4 }, "text": "Analysis - Failure NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1194.3", "order": 3, "type": "figure", "bbox": { "l": 52.56, "t": 680.88, "r": 561.36, "b": 289.92 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert\nPond 3P: PERVIOUS PAVEMENT 2B\nHydrograph\nInflow\n0.56 cfs Primary\n0.6\n0.55 Inflow Area=8,276 sf\n0.5 Peak Elev=94.62'\nStorage=764 cf\n0.45\n0.4\n(cfs)\n0.35\nFlow\n0.3\n0.25\n0.2\n0.12 cfs\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "children": [ { "id": "p1194.3.1", "order": 4, "type": "text", "bbox": { "l": 67.2, "t": 676.08, "r": 284.4, "b": 639.84 }, "text": "Grate\nPond 3P: PERVIOUS PAVEMENT 2B", "reading_order": 0 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1195, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1195.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.96, "r": 565.44, "b": 705.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1195.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 395.28, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1195.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 559.2, "b": 698.88 }, "text": "Page 51", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1195.4", "order": 4, "type": "caption", "bbox": { "l": 200.16, "t": 687.84, "r": 419.28, "b": 673.2 }, "text": "Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1195.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 663.84, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5\nDischarge (cfs)" }, "reading_order": 4 }, { "id": "p1195.6", "order": 6, "type": "caption", "bbox": { "l": 199.68, "t": 382.08, "r": 419.52, "b": 367.44 }, "text": "Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1195.7", "order": 7, "type": "caption", "bbox": { "l": 237.84, "t": 361.92, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1195.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1196, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1196.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 52", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1196.2", "order": 2, "type": "caption", "bbox": { "l": 165.84, "t": 687.84, "r": 456.48, "b": 672.48 }, "text": "Hydrograph for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1196.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1196.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1196.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.32\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1196.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n4\n33\n65\n95\n133\n390\n595\n368\n187\n111\n92\n83\n48\n33\n25\n20\n17\n15\n13\n11\n10\n9\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1196.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.80\n93.83\n93.85\n93.88\n93.91\n94.12\n94.28\n94.10\n93.95\n93.89\n93.87\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1196.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.06\n0.05\n0.03\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1197, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p1197.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 53", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1197.2", "order": 2, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 469.2, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1197.3", "order": 3, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 400.8, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1197.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1197.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1197.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1197.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1197.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1197.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.13\n5.15\n5.17\n5.18\n5.20\n5.22\n5.24\n5.26\n5.28\n5.30\n5.31\n5.33\n5.35\n5.37\n5.39\n5.40\n5.42\n5.44\n5.46\n5.47\n5.49\n5.51\n5.53\n5.55\n5.56\n5.58\n5.60\n5.61\n5.63\n5.65", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1198, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1198.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 564.48, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 54", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1198.2", "order": 2, "type": "caption", "bbox": { "l": 144.72, "t": 687.84, "r": 478.56, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1198.3", "order": 3, "type": "table", "bbox": { "l": 55.68, "t": 663.12, "r": 457.44, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1198.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1198.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1198.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1198.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1198.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1198.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1199, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 85, "counts_by_type": { "footnote": 2, "header": 1, "heading": 1, "table": 3, "table_cell": 77, "text": 1 }, "build_ms": 15, "items": [ { "id": "p1199.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 563.28, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 55", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1199.2", "order": 2, "type": "heading", "bbox": { "l": 161.52, "t": 687.84, "r": 461.52, "b": 672.72 }, "text": "Summary for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1199.3", "order": 3, "type": "table", "bbox": { "l": 52.56, "t": 660.96, "r": 531.6, "b": 599.18415 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1199.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 52.56, "t": 660.96, "r": 531.6, "b": 649.536 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.19\" for 2 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1199.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.56, "t": 649.536, "r": 531.6, "b": 638.112 }, "text": "Inflow = 0.59 cfs @ 12.12 hrs, Volume= 2,314 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1199.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 52.56, "t": 638.112, "r": 531.6, "b": 626.688 }, "text": "Outflow = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf, Atten= 75%, Lag= 20.1 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1199.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 52.56, "t": 626.688, "r": 531.6, "b": 615.264 }, "text": "Primary = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1199.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 68.901939, "t": 609.269945, "r": 285.795149, "b": 599.18415 }, "text": "Routed to Pond 8P : INFILTRATION BASIN 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 } ], "reading_order": 2 }, { "id": "p1199.4", "order": 9, "type": "text", "bbox": { "l": 52.32, "t": 588.48, "r": 421.44, "b": 524.88 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.71' @ 12.46 hrs Surf.Area = 5,926 sf Storage = 773 cf\nPlug-Flow detention time = 106.5 min calculated for 2,310 cf (100% of inflow) Center-of-Mass det. time = 105.4 min (863.3 - 757.9)", "reading_order": 3 }, { "id": "p1199.5", "order": 10, "type": "table", "bbox": { "l": 52.08, "t": 516.96, "r": 557.04, "b": 238.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1199.5.1", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1199.5.2", "order": 12, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1199.5.3", "order": 13, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1199.5.4", "order": 14, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1199.5.5", "order": 15, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1199.5.6", "order": 16, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1199.5.7", "order": 17, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1199.5.8", "order": 18, "type": "table_cell", "bbox": { "l": 355.056, "t": 497.0571, "r": 557.04, "b": 477.1543 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1199.5.9", "order": 19, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1199.5.10", "order": 20, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1199.5.11", "order": 21, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1199.5.12", "order": 22, "type": "table_cell", "bbox": { "l": 355.056, "t": 477.1543, "r": 557.04, "b": 457.2514 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1199.5.13", "order": 23, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1199.5.14", "order": 24, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1199.5.15", "order": 25, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1199.5.16", "order": 26, "type": "table_cell", "bbox": { "l": 355.056, "t": 457.2514, "r": 557.04, "b": 437.3486 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1199.5.17", "order": 27, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.3486, "r": 153.072, "b": 417.4457 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1199.5.18", "order": 28, "type": "table_cell", "bbox": { "l": 153.072, "t": 437.3486, "r": 254.064, "b": 417.4457 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1199.5.19", "order": 29, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1199.5.20", "order": 30, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1199.5.21", "order": 31, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1199.5.22", "order": 32, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1199.5.23", "order": 33, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1199.5.24", "order": 34, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1199.5.25", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1199.5.26", "order": 36, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1199.5.27", "order": 37, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1199.5.28", "order": 38, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1199.5.29", "order": 39, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1199.5.30", "order": 40, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1199.5.31", "order": 41, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1199.5.32", "order": 42, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1199.5.33", "order": 43, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1199.5.34", "order": 44, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1199.5.35", "order": 45, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1199.5.36", "order": 46, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1199.5.37", "order": 47, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1199.5.38", "order": 48, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1199.5.39", "order": 49, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1199.5.40", "order": 50, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1199.5.41", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1199.5.42", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1199.5.43", "order": 53, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1199.5.44", "order": 54, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1199.5.45", "order": 55, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1199.5.46", "order": 56, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1199.5.47", "order": 57, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1199.5.48", "order": 58, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1199.5.49", "order": 59, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1199.5.50", "order": 60, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1199.5.51", "order": 61, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1199.5.52", "order": 62, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1199.5.53", "order": 63, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1199.5.54", "order": 64, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p1199.5.55", "order": 65, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1199.5.56", "order": 66, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p1199.6", "order": 67, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.36, "b": 126.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1199.6.1", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1199.6.2", "order": 69, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1199.6.3", "order": 70, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1199.6.4", "order": 71, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1199.6.5", "order": 72, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1199.6.6", "order": 73, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1199.6.7", "order": 74, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1199.6.8", "order": 75, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1199.6.9", "order": 76, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1199.6.10", "order": 77, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1199.6.11", "order": 78, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1199.6.12", "order": 79, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1199.6.13", "order": 80, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.28, "r": 177.9, "b": 126.72 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1199.6.14", "order": 81, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1199.6.15", "order": 82, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1199.6.16", "order": 83, "type": "table_cell", "bbox": { "l": 429.54, "t": 152.28, "r": 555.36, "b": 126.72 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p1199.7", "order": 84, "type": "footnote", "bbox": { "l": 66, "t": 610.8, "r": 288.72, "b": 598.8 }, "text": "Routed to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 }, { "id": "p1199.8", "order": 85, "type": "footnote", "bbox": { "l": 53.76, "t": 121.44, "r": 496.08, "b": 69.84 }, "text": "Primary OutFlow Max=0.15 cfs @ 12.46 hrs HW=94.71' TW=93.27' (Dynamic Tailwater)\n3=Culvert (Passes 0.15 cfs of 4.90 cfs potential flow)\n1=Orifice (Orifice Controls 0.15 cfs @ 4.31 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1200, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 2, "footer": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1200.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.2, "r": 565.2, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 56", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1200.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 413.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1200.3", "order": 3, "type": "figure", "bbox": { "l": 51.12, "t": 680.4, "r": 560.16, "b": 607.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 4P: PERVIOUS PAVEMENT Orifice 3B\nCulvert" }, "reading_order": 2 }, { "id": "p1200.4", "order": 4, "type": "caption", "bbox": { "l": 199.92, "t": 590.16, "r": 419.28, "b": 575.04 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1200.5", "order": 5, "type": "figure", "bbox": { "l": 62.88, "t": 573.6, "r": 557.52, "b": 301.44 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n0.65 0.59 cfs Primary\nInflow Area=8,712 sf\n0.6\n0.55\nPeak Elev=94.71'\n0.5\n0.45 Storage=773 cf\n0.4\n(cfs) 0.35\nFlow\n0.3\n0.25\n0.2\n0.15 cfs\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1200.6", "order": 6, "type": "footer", "bbox": { "l": 506.64, "t": 547.44, "r": 547.44, "b": 527.04 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 }, { "id": "p1200.7", "order": 7, "type": "footnote", "bbox": { "l": 87.36, "t": 323.28, "r": 479.76, "b": 303.6 }, "text": "24681012141618202224262830323436384042444648505254565860626466687072Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1201, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1201.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 738.96, "r": 565.44, "b": 702.24 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 57", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1201.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1201.3", "order": 3, "type": "caption", "bbox": { "l": 200.16, "t": 688.08, "r": 419.04, "b": 672.96 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1201.4", "order": 4, "type": "figure", "bbox": { "l": 61.92, "t": 666.72, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p1201.5", "order": 5, "type": "caption", "bbox": { "l": 199.68, "t": 382.08, "r": 419.52, "b": 367.2 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1201.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1201.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360.24, "r": 552.24, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1202, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p1202.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 58", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1202.2", "order": 2, "type": "caption", "bbox": { "l": 165.84, "t": 687.84, "r": 456.24, "b": 672.48 }, "text": "Hydrograph for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1202.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1202.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1202.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.34\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1202.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n4\n34\n66\n95\n133\n401\n475\n191\n120\n98\n88\n81\n46\n31\n24\n19\n16\n14\n12\n11\n10\n9\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1202.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.80\n93.83\n93.86\n93.88\n93.91\n94.14\n94.20\n93.96\n93.90\n93.88\n93.87\n93.87\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1202.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.08\n0.09\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1203, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 6 }, "build_ms": 16, "items": [ { "id": "p1203.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 738, "r": 563.76, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 59", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1203.2", "order": 2, "type": "caption", "bbox": { "l": 152.64, "t": 687.84, "r": 469.44, "b": 672.72 }, "text": "Stage-Discharge for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1203.3", "order": 3, "type": "table", "bbox": { "l": 55.68, "t": 662.4, "r": 401.04, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1203.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1203.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1203.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1203.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1203.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1203.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.20\n6.21\n6.22\n6.24\n6.25\n6.26\n6.28\n6.29\n6.30\n6.32\n6.33\n6.34\n6.36\n6.37\n6.38\n6.40\n6.41\n6.42\n6.44\n6.45\n6.46\n6.47\n6.49\n6.50\n6.51\n6.53\n6.54", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1204, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 26, "items": [ { "id": "p1204.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.92, "r": 564.24, "b": 713.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1204.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.76, "r": 394.56, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1204.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 60", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1204.4", "order": 4, "type": "caption", "bbox": { "l": 144.72, "t": 687.84, "r": 478.56, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1204.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 663.12, "r": 456.96, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1204.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1204.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1204.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1204.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1204.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1204.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1205, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 31, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1205.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 61", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1205.2", "order": 2, "type": "heading", "bbox": { "l": 161.76, "t": 687.84, "r": 461.28, "b": 672.96 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1205.3", "order": 3, "type": "table", "bbox": { "l": 50.88, "t": 671.04, "r": 560.16, "b": 160.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 5, "integrity": { "cells_checked": 28, "cells_flagged": 7, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "Primary = 0.21 cfs @ 12.84 hrs, Volume= 6,616 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1" }, { "row": 7, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 8, "col": 0, "coverage": 0.5, "text": "#1 90.00'" }, { "row": 8, "col": 2, "coverage": 0, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)" }, { "row": 9, "col": 0, "coverage": 0, "text": "Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) C…" }, { "row": 12, "col": 0, "coverage": 0, "text": "Device Routing Invert Outlet Devices" } ] } }, "children": [ { "id": "p1205.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 50.88, "t": 671.04, "r": 560.16, "b": 649.78 }, "text": "Inflow Area = 77,967 sf, 31.84% Impervious, Inflow Depth = 1.02\" for 2 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p1205.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 50.88, "t": 649.78, "r": 560.16, "b": 628.52 }, "text": "Inflow = 1.93 cfs @ 12.10 hrs, Volume= 6,616 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 1 }, { "id": "p1205.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 50.88, "t": 628.52, "r": 560.16, "b": 607.26 }, "text": "Outflow = 0.21 cfs @ 12.84 hrs, Volume= 6,616 cf, Atten= 89%, Lag= 44.5 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 2 }, { "id": "p1205.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 50.88, "t": 607.26, "r": 560.16, "b": 586 }, "text": "Primary = 0.21 cfs @ 12.84 hrs, Volume= 6,616 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 3 }, { "id": "p1205.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 50.88, "t": 586, "r": 560.16, "b": 564.74 }, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 4 }, { "id": "p1205.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 585.269955, "r": 506.120813, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 91.55' Surf.Area= 1,500 sf Storage= 2,325 cf\nPeak Elev= 93.29' @ 12.83 hrs Surf.Area= 1,500 sf Storage= 4,929 cf (2,604 cf above start)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1205.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 381.5 min calculated for 4,291 cf (65% of inflow)\nCenter-of-Mass det. time= 126.6 min ( 882.8 - 756.2 )", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1205.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 50.88, "t": 458.44, "r": 560.16, "b": 437.18 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 7 }, { "id": "p1205.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 50.88, "t": 437.18, "r": 152.736, "b": 415.92 }, "text": "#1 90.00'", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1205.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "8,250 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1205.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 254.592, "t": 437.18, "r": 560.16, "b": 415.92 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 3 }, "reading_order": 10 }, { "id": "p1205.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 50.88, "t": 415.92, "r": 560.16, "b": 394.66 }, "text": "Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 11 }, { "id": "p1205.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 74.63997, "t": 437.430014, "r": 101.463499, "b": 427.344219 }, "text": "90.00", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1205.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 159.115539, "t": 425.430019, "r": 185.939068, "b": 415.344224 }, "text": "1,500", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1205.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 264.23118, "t": 437.430014, "r": 270.191965, "b": 427.344219 }, "text": "0", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1205.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 348.709858, "t": 437.430014, "r": 354.670642, "b": 427.344219 }, "text": "0", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1205.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 458.304, "t": 394.66, "r": 560.16, "b": 373.4 }, "text": "", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1205.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 74.63997, "t": 425.430019, "r": 101.463499, "b": 415.344224 }, "text": "95.50", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1205.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 159.115539, "t": 437.430014, "r": 185.939068, "b": 427.344219 }, "text": "1,500", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1205.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 328.066676, "t": 425.430019, "r": 354.890205, "b": 415.344224 }, "text": "8,250", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1205.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 243.591108, "t": 425.430019, "r": 270.414636, "b": 415.344224 }, "text": "8,250", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1205.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 458.304, "t": 373.4, "r": 560.16, "b": 352.14 }, "text": "", "attrs": { "row": 11, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1205.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 50.88, "t": 352.14, "r": 560.16, "b": 330.88 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 22 }, { "id": "p1205.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 140.100814, "b": 365.424244 }, "text": "#1 Device 3\n#2 Device 3", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1205.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 365.424244 }, "text": "91.00'\n95.00'", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 24 }, { "id": "p1205.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 365.304244 }, "text": "2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 25 }, { "id": "p1205.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "#3 Primary", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1205.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "87.48'", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1205.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert L= 28.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 87.48' / 87.00' S= 0.0171 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1205.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.21 cfs @ 12.84 hrs HW=93.29' TW=91.58' (Dynamic Tailwater)\n3=Culvert (Passes 0.21 cfs of 5.90 cfs potential flow)\n1=Orifice (Orifice Controls 0.21 cfs @ 6.29 fps)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1205.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 50.88, "t": 182.06, "r": 560.16, "b": 160.8 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 30 } ], "reading_order": 2 }, { "id": "p1205.4", "order": 35, "type": "figure", "bbox": { "l": 219.6, "t": 160.8, "r": 559.68, "b": 146.64 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1205.4.1", "order": 36, "type": "text", "bbox": { "l": 222.24, "t": 159.12, "r": 259.2, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1206, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1206.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 564.48, "b": 705.12 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1206.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 393.12, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1206.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 62", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1206.4", "order": 4, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1206.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 673.2, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.93 cfs Primary\nInflow Area=77,967 sf\n2\nPeak Elev=93.29'\nStorage=4,929 cf\n(cfs)\nFlow\n1\n0.21 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1206.6", "order": 6, "type": "caption", "bbox": { "l": 199.92, "t": 381.84, "r": 419.28, "b": 367.44 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1206.7", "order": 7, "type": "caption", "bbox": { "l": 244.56, "t": 362.16, "r": 314.4, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1206.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 359.76, "r": 553.92, "b": 95.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nInitial Tailwater\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1207, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1207.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 563.52, "b": 702.96 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 63", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1207.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 392.16, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1207.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 63", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1207.4", "order": 4, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.8, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1207.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1207.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 659.04, "r": 553.44, "b": 398.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\nStarting Elevation\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1208, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1208.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738, "r": 565.2, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 64", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1208.2", "order": 2, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 457.2, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1208.3", "order": 3, "type": "table", "bbox": { "l": 53.52, "t": 663.6, "r": 330.24, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1208.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1208.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.02\n0.03\n0.05\n0.09\n1.15\n0.09\n0.05\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1208.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n2,325\n2,330\n2,348\n2,368\n2,414\n2,525\n3,659\n4,618\n3,798\n3,113\n2,661\n2,448\n2,378\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1208.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.55\n91.55\n91.57\n91.58\n91.61\n91.68\n92.44\n93.08\n92.53\n92.08\n91.77\n91.63\n91.59\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1208.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.01\n0.02\n0.02\n0.04\n0.06\n0.15\n0.20\n0.16\n0.12\n0.08\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1209, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 2, "heading": 1, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 10, "items": [ { "id": "p1209.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1209.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 387.36, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1209.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 65", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1209.4", "order": 4, "type": "heading", "bbox": { "l": 153.6, "t": 687.84, "r": 470.16, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1209.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.88, "r": 284.88, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1209.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1209.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.04\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1209.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1209.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.89\n1.96\n3.35", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1209.6", "order": 10, "type": "table", "bbox": { "l": 294.48, "t": 661.92, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1209.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1209.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 560.964606 }, "text": "Primary (cfs)\n4.99\n6.86\n8.74\n8.80\n8.86\n8.92\n8.97", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1210, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 1, "table": 2, "table_cell": 6 }, "build_ms": 7, "items": [ { "id": "p1210.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 564.72, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 66", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1210.2", "order": 2, "type": "caption", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1210.3", "order": 3, "type": "table", "bbox": { "l": 57.36, "t": 660.48, "r": 256.8, "b": 61.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1210.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1210.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1210.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 2 }, { "id": "p1210.4", "order": 7, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.44, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1210.4.1", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1210.4.2", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1210.4.3", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1211, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "footer": 1, "header": 1, "heading": 1, "table": 2, "table_cell": 33, "text": 3 }, "build_ms": 7, "items": [ { "id": "p1211.1", "order": 1, "type": "header", "bbox": { "l": 51.12, "t": 738.96, "r": 562.8, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 67", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1211.2", "order": 2, "type": "heading", "bbox": { "l": 168.72, "t": 688.32, "r": 452.88, "b": 672.48 }, "text": "Summary for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1211.3", "order": 3, "type": "text", "bbox": { "l": 50.88, "t": 661.2, "r": 518.88, "b": 598.32 }, "text": "Inflow Area = 22,431 sf, 16.50% Impervious, Inflow Depth = 0.53\" for 2 YR-C event\nInflow = 0.30 cfs @ 12.09 hrs, Volume= 991 cf\nOutflow = 0.30 cfs @ 12.10 hrs, Volume= 944 cf, Atten= 1%, Lag= 0.5 min\nPrimary = 0.30 cfs @ 12.10 hrs, Volume= 944 cf\nRouted to Pond 33P : INFILTRATION BASIN 2", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1211.4", "order": 4, "type": "text", "bbox": { "l": 50.64, "t": 588.48, "r": 424.32, "b": 561.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 95.52' @ 12.10 hrs Surf.Area= 237 sf Storage= 174 cf", "reading_order": 3 }, { "id": "p1211.5", "order": 5, "type": "text", "bbox": { "l": 50.88, "t": 552.48, "r": 396.24, "b": 525.6 }, "text": "Plug-Flow detention time=68.2 min calculated for 944 cf (95% of inflow) Center-of-Mass det. time=38.9 min (795.6 - 756.7)", "reading_order": 4 }, { "id": "p1211.6", "order": 6, "type": "table", "bbox": { "l": 50.4, "t": 516.96, "r": 559.44, "b": 241.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1211.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1211.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1211.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1211.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1211.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1211.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1211.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1211.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1211.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1211.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1211.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1211.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1211.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1211.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1211.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1211.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1211.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1211.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1211.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1211.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1211.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1211.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1211.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1211.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1211.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1211.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 365.304244 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1211.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 457.632, "t": 316.9309, "r": 559.44, "b": 291.9273 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1211.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 50.4, "t": 291.9273, "r": 152.208, "b": 266.9236 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1211.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1211.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1211.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\n L = 30.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 91.80' / 91.65' $ S = 0.0050' /' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1211.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.29 cfs @ 12.10 hrs HW=95.52' TW=93.94' (Dynamic Tailwater)\\n ↑3=Culvert (Passes 0.29 cfs of 5.61 cfs potential flow)\\n ↑1=Orifice (Orifice Controls 0.13 cfs @ 3.78 fps)\\n ↓2=Grate (Weir Controls 0.16 cfs @ 0.48 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 31 } ], "reading_order": 5 }, { "id": "p1211.7", "order": 39, "type": "table", "bbox": { "l": 126.72, "t": 167.52, "r": 558.72, "b": 146.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 1, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p1211.7.1", "order": 40, "type": "table_cell", "bbox": { "l": 129.479948, "t": 157.59012600000005, "r": 163.432832, "b": 147.50433099999998 }, "text": "Culvert", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p1211.8", "order": 41, "type": "footer", "bbox": { "l": 51.6, "t": 222.96, "r": 245.28, "b": 188.16 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1212, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1212.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 564.24, "b": 705.12 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1212.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.76, "r": 402.48, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1212.3", "order": 3, "type": "header", "bbox": { "l": 516.96, "t": 711.12, "r": 559.92, "b": 698.88 }, "text": "Page 68", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1212.4", "order": 4, "type": "caption", "bbox": { "l": 208.32, "t": 688.08, "r": 410.64, "b": 672.96 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1212.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 669.36, "r": 553.2, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.30 cfs Primary\n0.32 0.30 cfs\n0.3 Inflow Area=22,431 sf\nPeak Elev=95.52'\n0.28\n0.26\n0.24 Storage=174 cf\n0.22\n0.2\n(cfs) 0.18\nFlow\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1212.6", "order": 6, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1212.7", "order": 7, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1212.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 358.8, "r": 552.24, "b": 94.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1213, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1213.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 565.44, "b": 701.04 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 69", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1213.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 386.88, "b": 698.64 }, "text": "Analysis - Failure NO\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1213.3", "order": 3, "type": "caption", "bbox": { "l": 208.32, "t": 687.84, "r": 410.64, "b": 672.96 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1213.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 321.12, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1213.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 666, "r": 552.96, "b": 398.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1214, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p1214.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 70", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1214.2", "order": 2, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 449.52, "b": 672.48 }, "text": "Hydrograph for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1214.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.96, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1214.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1214.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.18\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1214.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n2\n17\n43\n54\n57\n122\n58\n55\n53\n53\n53\n52\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1214.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.33\n94.52\n94.77\n94.86\n94.88\n95.28\n94.89\n94.87\n94.85\n94.85\n94.85\n94.84\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1214.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.10\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1215, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 32, "text": 1 }, "build_ms": 22, "items": [ { "id": "p1215.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 738.96, "r": 564.48, "b": 726 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1215.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.56, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1215.3", "order": 3, "type": "header", "bbox": { "l": 463.2, "t": 724.32, "r": 561.84, "b": 712.32 }, "text": "Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1215.4", "order": 4, "type": "text", "bbox": { "l": 516.48, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 71", "attrs": { "block_label": "number" }, "reading_order": 3 }, { "id": "p1215.5", "order": 5, "type": "caption", "bbox": { "l": 160.32, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1215.6", "order": 6, "type": "table", "bbox": { "l": 56.64, "t": 662.64, "r": 405.6, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p1215.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1215.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1215.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1215.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1215.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1215.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.45\n6.47\n6.48\n6.50", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1215.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1215.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1215.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1215.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1215.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1215.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "6.52\n6.53\n6.55\n6.56", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1215.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1215.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1215.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1215.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1215.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1215.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "6.58", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1215.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1215.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1215.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1215.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1215.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1215.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "6.59", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1215.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1215.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1215.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1215.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1215.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1215.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "6.61", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p1215.7", "order": 37, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1215.7.1", "order": 38, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1215.7.2", "order": 39, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n6.62\n6.64\n6.65\n6.67\n6.68\n6.70\n6.71\n6.73\n6.74\n6.75\n6.77\n6.78\n6.80\n6.81\n6.83", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 1216, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 10, "items": [ { "id": "p1216.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.68, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1216.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 395.04, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1216.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 698.88 }, "text": "Page 72", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1216.4", "order": 4, "type": "caption", "bbox": { "l": 152.64, "t": 687.84, "r": 470.88, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1216.5", "order": 5, "type": "table", "bbox": { "l": 54.72, "t": 668.4, "r": 469.2, "b": 63.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1216.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation\\n(feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1216.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface\\n(sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1216.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage\\n(cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1216.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation\\n(feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1216.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface\\n(sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1216.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage\\n(cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1217, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 32, "text": 3 }, "build_ms": 6, "items": [ { "id": "p1217.1", "order": 1, "type": "header", "bbox": { "l": 51.12, "t": 738.96, "r": 562.8, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 73", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1217.2", "order": 2, "type": "heading", "bbox": { "l": 169.2, "t": 688.08, "r": 453.12, "b": 672.48 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1217.3", "order": 3, "type": "figure", "bbox": { "l": 49.68, "t": 671.28, "r": 561.12, "b": 146.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Volume Invert Avail.Storage Storage Description\n#1 90.75' 4,888 cf Custom Stage Data (Prismatic) Listed below (Recalc)\nElevation Surf.Area Inc.Store Cum.Store\n(feet) (sq-ft) (cubic-feet) (cubic-feet)\n90.75 1,150 0 0\n95.00 1,150 4,888 4,888\nDevice Routing Invert Outlet Devices\n#1 Device 3 92.75' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n#2 Device 3 94.50' 48.0\" x 48.0\" Horiz. Grate C= 0.600\nLimited to weir flow at low heads\n#3 Primary 92.75' 12.0\" Round Culvert\nL= 7.0' RCP, groove end projecting, Ke= 0.200\nInlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 '/' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf\nPrimary OutFlow Max=0.14 cfs @ 13.84 hrs HW=93.61' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.14 cfs of 2.06 cfs potential flow)\n1=Orifice (Orifice Controls 0.14 cfs @ 4.17 fps)\n2=Grate ( Controls 0.00 cfs)\nGrate\nPond 8P: INFILTRATION BASIN 3\nCulvert Orifice" }, "children": [ { "id": "p1217.3.1", "order": 4, "type": "text", "bbox": { "l": 51.36, "t": 661.2, "r": 530.64, "b": 598.56 }, "text": "Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth = 1.01\" for 2 YR-C event\nInflow = 0.26 cfs @ 12.40 hrs, Volume= 3,697 cf\nOutflow = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf, Atten= 46%, Lag= 86.5 min\nPrimary = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf\nRouted to Link 34L : POA 3", "attrs": { "block_label": "algorithm" }, "reading_order": 0 }, { "id": "p1217.3.2", "order": 5, "type": "text", "bbox": { "l": 50.88, "t": 588.48, "r": 499.2, "b": 548.88 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 92.75' Surf.Area= 1,150 sf Storage= 2,300 cf\nPeak Elev= 93.61' @ 13.84 hrs Surf.Area= 1,150 sf Storage= 3,284 cf (984 cf above start)\nPlug-Flow detention time= 547.7 min calculated for 1,391 cf (38% of inflow)\nCenter-of-Mass det. time= 104.1 min (953.9 - 849.8)", "reading_order": 1 }, { "id": "p1217.3.3", "order": 6, "type": "text", "bbox": { "l": 50.88, "t": 540.72, "r": 411.36, "b": 513.36 }, "text": "Plug-Flow detention time=547.7 min calculated for 1,391 cf (38% of inflow) Center-of-Mass det. time=104.1 min (953.9 - 849.8)", "reading_order": 2 } ], "reading_order": 2 }, { "id": "p1217.4", "order": 7, "type": "table", "bbox": { "l": 50.16, "t": 505.44, "r": 559.92, "b": 146.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 32, "cells_flagged": 2, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" }, { "row": 8, "col": 1, "coverage": 0, "text": "Grate\\nOrified" } ] } }, "children": [ { "id": "p1217.4.1", "order": 8, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1217.4.2", "order": 9, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1217.4.3", "order": 10, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1217.4.4", "order": 11, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1217.4.5", "order": 12, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1217.4.6", "order": 13, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "90.75'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1217.4.7", "order": 14, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,888 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1217.4.8", "order": 15, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1217.4.9", "order": 16, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1217.4.10", "order": 17, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n90.75\\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1217.4.11", "order": 18, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n1,150\\n1,150", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1217.4.12", "order": 19, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.890205, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1217.4.13", "order": 20, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\\n4,888", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1217.4.14", "order": 21, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1217.4.15", "order": 22, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1217.4.16", "order": 23, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1217.4.17", "order": 24, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1217.4.18", "order": 25, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1217.4.19", "order": 26, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1217.4.20", "order": 27, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "92.75'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1217.4.21", "order": 28, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1217.4.22", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1217.4.23", "order": 30, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1217.4.24", "order": 31, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1217.4.25", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1217.4.26", "order": 33, "type": "table_cell", "bbox": { "l": 50.16, "t": 253.944, "r": 152.112, "b": 218.016 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1217.4.27", "order": 34, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.400813, "r": 93.925056, "b": 281.304277 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1217.4.28", "order": 35, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "92.75'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1217.4.29", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 7.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 92.75'/ 92.65' S= 0.0143'/' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1217.4.30", "order": 37, "type": "table_cell", "bbox": { "l": 68.400682, "t": 351.510048, "r": 322.933391, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.14 cfs @ 13.84 hrs HW=93.61' TW=0.00' (Dynamic Tailwater)\\n3=Culvert (Passes 0.14 cfs of 2.06 cfs potential flow)\\n1=Orifice (Orifice Controls 0.14 cfs @ 4.17 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1217.4.31", "order": 38, "type": "table_cell", "bbox": { "l": 73.200421, "t": 198.28085099999998, "r": 242.364474, "b": 188.18431499999997 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1217.4.32", "order": 39, "type": "table_cell", "bbox": { "l": 457.968, "t": 182.088, "r": 559.92, "b": 146.16 }, "text": "Grate\\nOrified", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 31 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1218, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1218.1", "order": 1, "type": "header", "bbox": { "l": 439.2, "t": 738.96, "r": 564.72, "b": 699.36 }, "text": "2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 74", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1218.2", "order": 2, "type": "header", "bbox": { "l": 364.08, "t": 738.72, "r": 564, "b": 712.08 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1218.3", "order": 3, "type": "header", "bbox": { "l": 52.08, "t": 737.76, "r": 400.8, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1218.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 688.08, "r": 410.4, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1218.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 669.12, "r": 553.68, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.26 cfs Primary\n0.28\n0.26 Inflow Area=43,883 sf\n0.24 Peak Elev=93.61'\n0.22\nStorage=3,284 cf\n0.2\n0.18\n(cfs) 0.16 0.14 cfs\nFlow\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1218.6", "order": 6, "type": "caption", "bbox": { "l": 208.32, "t": 381.84, "r": 410.88, "b": 367.68 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1218.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360, "r": 552, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1219, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1219.1", "order": 1, "type": "header", "bbox": { "l": 364.8, "t": 739.2, "r": 564, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1219.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.76, "r": 390, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1219.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 711.12, "r": 559.68, "b": 698.88 }, "text": "Page 75", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1219.4", "order": 4, "type": "caption", "bbox": { "l": 208.8, "t": 687.84, "r": 410.64, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1219.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1219.6", "order": 6, "type": "figure", "bbox": { "l": 60.48, "t": 664.32, "r": 554.88, "b": 398.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\nStarting Elevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1220, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1220.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 564.72, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 76" }, "reading_order": 0 }, { "id": "p1220.2", "order": 2, "type": "caption", "bbox": { "l": 173.76, "t": 687.84, "r": 448.56, "b": 672.48 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1220.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1220.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1220.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.02\n0.04\n0.17\n0.13\n0.05\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1220.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n2,300\n2,300\n2,304\n2,328\n2,371\n2,448\n2,661\n3,280\n2,946\n2,582\n2,446\n2,420\n2,409\n2,375\n2,352\n2,339\n2,331\n2,326\n2,322\n2,319\n2,317\n2,315\n2,314\n2,313\n2,312\n2,311\n2,310\n2,309\n2,309\n2,308\n2,308\n2,308\n2,307\n2,307\n2,307\n2,306\n2,306", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1220.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n92.75\n92.75\n92.75\n92.77\n92.81\n92.88\n93.06\n93.60\n93.31\n93.00\n92.88\n92.85\n92.84\n92.82\n92.79\n92.78\n92.78\n92.77\n92.77\n92.77\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1220.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.03\n0.08\n0.14\n0.11\n0.06\n0.03\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1221, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 1, "heading": 1, "table": 1, "table_cell": 4 }, "build_ms": 7, "items": [ { "id": "p1221.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.48, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 77", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1221.2", "order": 2, "type": "heading", "bbox": { "l": 161.28, "t": 687.84, "r": 461.28, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1221.3", "order": 3, "type": "table", "bbox": { "l": 56.64, "t": 659.403539, "r": 280.8, "b": 58.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1221.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1221.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1221.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1221.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.993111, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1222, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 14, "items": [ { "id": "p1222.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.68, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1222.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.04, "r": 395.28, "b": 698.88 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1222.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.44, "b": 698.88 }, "text": "Page 78", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1222.4", "order": 4, "type": "caption", "bbox": { "l": 152.64, "t": 687.84, "r": 470.4, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1222.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 663.84, "r": 469.2, "b": 61.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1222.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1222.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1222.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1222.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1222.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1222.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1223, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "header": 1, "heading": 1, "table": 2, "table_cell": 14, "text": 2 }, "build_ms": 4, "items": [ { "id": "p1223.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 79", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1223.2", "order": 2, "type": "heading", "bbox": { "l": 166.56, "t": 687.84, "r": 456.48, "b": 672.72 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1223.3", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 662.88, "r": 538.56, "b": 514.32 }, "text": "Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth = 1.23\" for 2 YR-C event\nInflow = 0.39 cfs @ 12.10 hrs, Volume= 3,138 cf\nOutflow = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf, Atten=73%, Lag=76.4 min\nPrimary = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf\nRouted to Link 33L : POA 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 93.65' Surf.Area= 1,442 sf Storage= 1,902 cf\nPeak Elev= 94.16' @ 13.37 hrs Surf.Area= 1,728 sf Storage= 2,708 cf (806 cf above start)\n\nPlug-Flow detention time= 606.6 min calculated for 1,228 cf (39% of inflow)\nCenter-of-Mass det. time= 125.9 min (987.0 - 861.2)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1223.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 503.76, "r": 558.72, "b": 375.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 1, "col": 3, "coverage": 0.33, "text": "Custom Stage Data (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1223.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1223.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1223.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1223.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1223.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1223.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "91.65'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1223.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,378 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1223.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 356.256, "t": 487.74, "r": 558.72, "b": 471.72 }, "text": "Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1223.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 379.344238 }, "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1223.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 379.344238 }, "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1223.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.82856, "b": 379.344238 }, "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1223.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 379.344238 }, "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 } ], "reading_order": 3 }, { "id": "p1223.5", "order": 17, "type": "text", "bbox": { "l": 49.68, "t": 367.44, "r": 558.48, "b": 205.68 }, "text": "Device Routing Invert Outlet Devices\n#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600\n#3 Primary 93.65' 12.0\" Round Culvert\nL= 17.0' RCP, groove end projecting, Ke= 0.200\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088'/' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf\nPrimary OutFlow Max=0.10 cfs @ 13.37 hrs HW=94.16' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.10 cfs of 0.87 cfs potential flow)\n1=Orifice (Orifice Controls 0.10 cfs @ 3.07 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "algorithm" }, "reading_order": 4 }, { "id": "p1223.6", "order": 18, "type": "table", "bbox": { "l": 52.32, "t": 189.12, "r": 559.68, "b": 109.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 1, "cells_flagged": 0 } }, "children": [ { "id": "p1223.6.1", "order": 19, "type": "table_cell", "bbox": { "l": 73.20001, "t": 162.28086499999995, "r": 248.324848, "b": 152.18432900000005 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1223.6.2", "order": 20, "type": "table_cell", "bbox": { "l": 306, "t": 189.12, "r": 559.68, "b": 109.44 }, "text": "", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1224, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1224.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 564.48, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 80", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1224.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 400.08, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1224.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 688.08, "r": 414.24, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1224.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 668.88, "r": 553.92, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.42 0.39 cfs Primary\n0.38 Inflow Area=30,707 sf\n0.4\n0.34 Peak Elev=94.16'\n0.36\n0.3 Storage=2,708 cf\n0.32\n0.28\n0.26\n(cfs)\n0.24\n0.22\nFlow\n0.2\n0.18\n0.16\n0.14\n0.10 cfs\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1224.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1224.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 360, "r": 553.44, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1225, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1225.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.72, "r": 565.68, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 81", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1225.2", "order": 2, "type": "header", "bbox": { "l": 53.52, "t": 737.52, "r": 403.2, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1225.3", "order": 3, "type": "caption", "bbox": { "l": 205.68, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1225.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1225.5", "order": 5, "type": "figure", "bbox": { "l": 61.92, "t": 663.84, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\nStarting Elevation\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1226, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1226.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 82", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1226.2", "order": 2, "type": "caption", "bbox": { "l": 170.4, "t": 687.84, "r": 452.16, "b": 672.48 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1226.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.84, "r": 330.24, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1226.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1226.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.02\n0.03\n0.18\n0.08\n0.06\n0.04\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1226.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n1,902\n1,902\n1,905\n1,927\n1,991\n2,063\n2,283\n2,671\n2,466\n2,273\n2,118\n2,058\n2,034\n1,996\n1,970\n1,954\n1,944\n1,937\n1,932\n1,928\n1,925\n1,923\n1,921\n1,919\n1,918\n1,917\n1,916\n1,915\n1,914\n1,913\n1,913\n1,912\n1,912\n1,911\n1,911\n1,910\n1,910", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1226.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.65\n93.65\n93.65\n93.67\n93.71\n93.76\n93.90\n94.14\n94.02\n93.90\n93.80\n93.76\n93.74\n93.71\n93.70\n93.69\n93.68\n93.67\n93.67\n93.67\n93.67\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1226.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.06\n0.10\n0.08\n0.06\n0.03\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1227, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 49, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 44 }, "build_ms": 24, "items": [ { "id": "p1227.1", "order": 1, "type": "header", "bbox": { "l": 362.16, "t": 739.44, "r": 562.8, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 83", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1227.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1227.3", "order": 3, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1227.4", "order": 4, "type": "table", "bbox": { "l": 55.92, "t": 662.16, "r": 405.6, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 42, "cells_flagged": 0 } }, "children": [ { "id": "p1227.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n91.65\n91.67\n91.69\n91.71\n91.73\n91.75\n91.77\n91.79\n91.81\n91.83\n91.85\n91.87\n91.89\n91.91\n91.93\n91.95\n91.97\n91.99\n92.01\n92.03\n92.05\n92.07\n92.09\n92.11\n92.13\n92.15\n92.17\n92.19\n92.21\n92.23\n92.25\n92.27\n92.29\n92.31\n92.33\n92.35\n92.37\n92.39\n92.41\n92.43\n92.45\n92.47\n92.49\n92.51\n92.53", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1227.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1227.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n92.69\n92.71\n92.73\n92.75\n92.77\n92.79\n92.81\n92.83\n92.85\n92.87\n92.89\n92.91\n92.93\n92.95\n92.97\n92.99\n93.01\n93.03\n93.05\n93.07\n93.09\n93.11\n93.13\n93.15\n93.17\n93.19\n93.21\n93.23\n93.25\n93.27\n93.29\n93.31\n93.33\n93.35\n93.37\n93.39\n93.41\n93.43\n93.45\n93.47\n93.49\n93.51\n93.53\n93.55\n93.57", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1227.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1227.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.73\n93.75\n93.77\n93.79\n93.81\n93.83\n93.85\n93.87\n93.89\n93.91\n93.93\n93.95\n93.97\n93.99\n94.01\n94.03\n94.05\n94.07\n94.09\n94.11\n94.13\n94.15\n94.17\n94.19\n94.21\n94.23\n94.25\n94.27\n94.29\n94.31\n94.33\n94.35\n94.37\n94.39\n94.41\n94.43\n94.45\n94.47\n94.49\n94.51\n94.53\n94.55\n94.57\n94.59\n94.61", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1227.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.01\n0.02\n0.02\n0.03\n0.04\n0.05\n0.05\n0.06\n0.06\n0.06\n0.07\n0.07\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1227.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 130.40477799999996 }, "text": "92.55", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1227.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1227.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 130.40477799999996 }, "text": "93.59", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1227.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1227.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 130.40477799999996 }, "text": "94.63", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1227.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 130.40477799999996 }, "text": "0.15", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1227.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 128.64375199999995, "r": 97.996975, "b": 108.32478700000001 }, "text": "92.57\n92.59", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1227.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 117.60375599999998, "r": 154.428807, "b": 97.28479100000004 }, "text": "0.00\n0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1227.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 128.64375199999995, "r": 218.716927, "b": 108.32478700000001 }, "text": "93.61\n93.63", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1227.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 117.60375599999998, "r": 275.148759, "b": 97.28479100000004 }, "text": "0.00\n0.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p1227.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 128.64375199999995, "r": 339.436879, "b": 108.32478700000001 }, "text": "94.65\n94.67", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p1227.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 117.60375599999998, "r": 395.868711, "b": 97.28479100000004 }, "text": "0.16\n0.16", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p1227.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 106.56376, "r": 97.996975, "b": 97.28479100000004 }, "text": "92.61", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1227.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 95.52376500000003, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1227.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 106.56376, "r": 218.716927, "b": 97.28479100000004 }, "text": "93.65", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1227.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 95.52376500000003, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1227.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 106.56376, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.69", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1227.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 128.64375199999995, "r": 395.868711, "b": 119.36478299999999 }, "text": "0.16", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1227.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "92.63", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1227.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1227.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "93.67", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1227.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1227.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.71", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1227.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "0.21", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1227.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "92.65", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1227.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1227.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "93.69", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1227.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1227.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.73", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1227.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "0.43", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1227.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "92.67", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1227.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1227.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "93.71", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1227.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.01", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1227.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.75", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1227.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "0.75", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 } ], "reading_order": 3 }, { "id": "p1227.5", "order": 47, "type": "table", "bbox": { "l": 414, "t": 662.16, "r": 519.36, "b": 505.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1227.5.1", "order": 48, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 505.764628 }, "text": "Elevation (feet)\n94.77\n94.79\n94.81\n94.83\n94.85\n94.87\n94.89\n94.91\n94.93\n94.95\n94.97\n94.99", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1227.5.2", "order": 49, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 505.764628 }, "text": "Primary (cfs)\n1.13\n1.58\n2.08\n2.62\n3.21\n3.26\n3.31\n3.35\n3.39\n3.41\n3.43\n3.43", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1228, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 9, "items": [ { "id": "p1228.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.44, "r": 563.28, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1228.2", "order": 2, "type": "header", "bbox": { "l": 455.76, "t": 739.2, "r": 563.28, "b": 700.08 }, "text": "YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 84", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1228.3", "order": 3, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.32, "b": 699.36 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1228.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474.24, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1228.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 661.68, "r": 255.84, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1228.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1228.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1228.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p1228.6", "order": 9, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1228.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1228.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1228.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1229, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 46, "counts_by_type": { "figure": 2, "footnote": 1, "header": 1, "heading": 1, "table": 2, "table_cell": 35, "text": 4 }, "build_ms": 7, "items": [ { "id": "p1229.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738.48, "r": 563.76, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 85", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1229.2", "order": 2, "type": "heading", "bbox": { "l": 166.08, "t": 687.6, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1229.3", "order": 3, "type": "table", "bbox": { "l": 52.8, "t": 661.44, "r": 524.88, "b": 603.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1229.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 52.8, "t": 661.44, "r": 524.88, "b": 649.776 }, "text": "Inflow Area = 35,171 sf, 15.78% Impervious, Inflow Depth = 0.51\" for 2 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1229.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.8, "t": 649.776, "r": 524.88, "b": 638.112 }, "text": "Inflow = 0.45 cfs @ 12.09 hrs, Volume= 1,487 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1229.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 52.8, "t": 638.112, "r": 524.88, "b": 626.448 }, "text": "Outflow = 0.12 cfs @ 12.22 hrs, Volume= 1,388 cf, Atten= 74%, Lag= 7.9 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1229.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 52.8, "t": 626.448, "r": 524.88, "b": 614.784 }, "text": "Primary = 0.12 cfs @ 12.22 hrs, Volume= 1,388 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1229.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 52.8, "t": 614.784, "r": 524.88, "b": 603.12 }, "text": "Routed to Pond 8P : INEIL TRATION BASIN 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 } ], "reading_order": 2 }, { "id": "p1229.4", "order": 9, "type": "text", "bbox": { "l": 51.6, "t": 587.28, "r": 417.84, "b": 524.16 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / Peak Elevation = 94.43' @ 12.22 hrs Surf.Area = 808 sf Storage = 439 cf\nPlug-Flow detention time = 109.8 min calculated for 1,387 cf (93% of inflow) Center-of-Mass det. time = 70.4 min (827.3 - 757.0)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1229.5", "order": 10, "type": "table", "bbox": { "l": 50.88, "t": 518.16, "r": 559.44, "b": 233.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1229.5.1", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1229.5.2", "order": 12, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1229.5.3", "order": 13, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1229.5.4", "order": 14, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1229.5.5", "order": 15, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1229.5.6", "order": 16, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1229.5.7", "order": 17, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1229.5.8", "order": 18, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1229.5.9", "order": 19, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1229.5.10", "order": 20, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1229.5.11", "order": 21, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1229.5.12", "order": 22, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1229.5.13", "order": 23, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1229.5.14", "order": 24, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1229.5.15", "order": 25, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1229.5.16", "order": 26, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1229.5.17", "order": 27, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1229.5.18", "order": 28, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1229.5.19", "order": 29, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1229.5.20", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1229.5.21", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1229.5.22", "order": 32, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1229.5.23", "order": 33, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1229.5.24", "order": 34, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1229.5.25", "order": 35, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1229.5.26", "order": 36, "type": "table_cell", "bbox": { "l": 50.88, "t": 285.2727, "r": 152.592, "b": 259.3964 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1229.5.27", "order": 37, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1229.5.28", "order": 38, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1229.5.29", "order": 39, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1229.5.30", "order": 40, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.12 cfs @ 12.22 hrs HW=94.43' TW=93.15' (Dynamic Tailwater)\\n3=Culvert (Passes 0.12 cfs of 5.35 cfs potential flow)\\n1=Orifice (Orifice Controls 0.12 cfs @ 3.50 fps)\\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 4 }, { "id": "p1229.6", "order": 41, "type": "figure", "bbox": { "l": 52.32, "t": 222.72, "r": 384.24, "b": 188.64 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1229.6.1", "order": 42, "type": "text", "bbox": { "l": 332.88, "t": 220.32, "r": 384, "b": 190.8 }, "text": "Grate Orifice", "reading_order": 0 }, { "id": "p1229.6.2", "order": 43, "type": "text", "bbox": { "l": 71.52, "t": 200.4, "r": 250.08, "b": 189.6 }, "text": "Pond 42P: BIORENTION BASIN 3A", "reading_order": 1 } ], "reading_order": 5 }, { "id": "p1229.7", "order": 44, "type": "figure", "bbox": { "l": 329.04, "t": 168, "r": 559.2, "b": 145.68 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1229.7.1", "order": 45, "type": "text", "bbox": { "l": 329.52, "t": 158.88, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 6 }, { "id": "p1229.8", "order": 46, "type": "footnote", "bbox": { "l": 66.72, "t": 610.8, "r": 288.72, "b": 598.8 }, "text": "Routed to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1230, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1230.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 738.96, "r": 565.92, "b": 701.28 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 86", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1230.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 392.4, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1230.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.24, "b": 672.96 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1230.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 667.2, "r": 553.44, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.5 0.45 cfs Primary\n0.48\n0.46 Inflow Area=35,171 sf\n0.44\n0.4 Peak Elev=94.43'\n0.42\n0.38\n0.36 Storage=439 cf\n0.34\n0.32\n0.3\n(cfs)\n0.28\n0.26\nFlow 0.22\n0.24\n0.2\n0.18\n0.16\n0.12 cfs\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1230.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1230.6", "order": 6, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 552, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1231, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1231.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 565.2, "b": 701.76 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 87", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1231.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.76, "r": 390.24, "b": 698.64 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1231.3", "order": 3, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.24, "b": 672.96 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1231.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1231.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 665.04, "r": 553.2, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1232, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p1232.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 88", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1232.2", "order": 2, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1232.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1232.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1232.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.28\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1232.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n3\n26\n64\n117\n133\n294\n157\n128\n122\n120\n119\n118\n105\n102\n101\n101\n101\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n100\n99", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1232.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.30\n93.34\n93.50\n93.68\n93.85\n93.90\n94.23\n93.96\n93.88\n93.87\n93.86\n93.86\n93.86\n93.82\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1232.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.09\n0.04\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1233, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 32 }, "build_ms": 35, "items": [ { "id": "p1233.1", "order": 1, "type": "header", "bbox": { "l": 362.64, "t": 739.44, "r": 563.04, "b": 702 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 89", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1233.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1233.3", "order": 3, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.6, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1233.4", "order": 4, "type": "table", "bbox": { "l": 56.16, "t": 662.4, "r": 405.36, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p1233.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1233.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1233.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1233.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1233.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1233.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n6.70\n6.72\n6.74", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1233.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1233.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1233.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1233.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1233.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1233.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "6.75\n6.77\n6.78\n6.80", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1233.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1233.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1233.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1233.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1233.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1233.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "6.82", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1233.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1233.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1233.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1233.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1233.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1233.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "6.83", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1233.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1233.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1233.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1233.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1233.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1233.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "6.85", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 3 }, { "id": "p1233.5", "order": 35, "type": "table", "bbox": { "l": 414.48, "t": 662.16, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1233.5.1", "order": 36, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1233.5.2", "order": 37, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n6.87\n6.88\n6.90\n6.92\n6.93\n6.95\n6.96\n6.98\n7.00\n7.01\n7.03\n7.04\n7.06\n7.07\n7.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1234, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 13, "items": [ { "id": "p1234.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.44, "r": 564, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1234.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 394.8, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1234.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.44, "b": 698.88 }, "text": "Page 90", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1234.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1234.5", "order": 5, "type": "table", "bbox": { "l": 54.96, "t": 671.04, "r": 469.44, "b": 64.164805 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1234.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1234.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1234.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1234.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1234.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1234.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1235, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p1235.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 738.96, "r": 565.44, "b": 702.48 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 91", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1235.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1235.3", "order": 3, "type": "heading", "bbox": { "l": 220.32, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1235.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 660.24, "r": 518.64, "b": 621.6 }, "text": "Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.10\" for 2 YR-C event\nInflow = 0.42 cfs @ 12.10 hrs, Volume = 7,413 cf\nPrimary = 0.42 cfs @ 12.10 hrs, Volume = 7,413 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p1235.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p1235.6", "order": 6, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1235.7", "order": 7, "type": "figure", "bbox": { "l": 63.84, "t": 503.76, "r": 552.24, "b": 237.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.46 0.42 cfs Primary\n0.42 cfs\n0.44\n0.42 Inflow Area=80,967 sf\n0.4\n0.38\n0.36\n0.34\n0.32\n0.3\n0.28\n(cfs)\n0.26\n0.24\nFlow 0.2\n0.22\n0.18\n0.16\n0.14\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1236, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 20, "items": [ { "id": "p1236.1", "order": 1, "type": "header", "bbox": { "l": 363.84, "t": 739.44, "r": 563.52, "b": 712.8 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1236.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 396.24, "b": 699.12 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1236.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 698.88 }, "text": "Page 92", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1236.4", "order": 4, "type": "caption", "bbox": { "l": 220.32, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1236.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1236.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1236.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.02\n0.03\n0.03\n0.04\n0.05\n0.07\n0.10\n0.30\n0.24\n0.21\n0.19\n0.17\n0.14\n0.12\n0.10\n0.08\n0.06\n0.05\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1236.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1236.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.02\n0.03\n0.03\n0.04\n0.05\n0.07\n0.10\n0.30\n0.24\n0.21\n0.19\n0.17\n0.14\n0.12\n0.10\n0.08\n0.06\n0.05\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1236.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1236.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1236.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1236.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1236.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1237, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p1237.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 739.2, "r": 565.44, "b": 702 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 93", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1237.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 390.24, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1237.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.84, "r": 399.6, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1237.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 518.64, "b": 621.6 }, "text": "Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth > 1.22\" for 2 YR-C event\nInflow = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf\nPrimary = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p1237.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p1237.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1237.7", "order": 7, "type": "caption", "bbox": { "l": 252.72, "t": 504.24, "r": 305.04, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1237.8", "order": 8, "type": "figure", "bbox": { "l": 63.6, "t": 501.36, "r": 552.24, "b": 238.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.115 0.10 cfs Primary\n0.10 cfs\n0.11\n0.105 Inflow Area=30,707 sf\n0.1\n0.095\n0.09\n0.085\n0.08\n0.075\n0.07\n(cfs)\n0.065\n0.06\nFlow 0.05\n0.055\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1238, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 21, "items": [ { "id": "p1238.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 739.68, "r": 563.76, "b": 712.56 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1238.2", "order": 2, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 392.4, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1238.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.2, "b": 699.12 }, "text": "Page 94", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1238.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1238.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1238.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1238.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.10\n0.10\n0.09\n0.08\n0.07\n0.06\n0.05\n0.03\n0.02\n0.02\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1238.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1238.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.06\n0.10\n0.10\n0.09\n0.08\n0.07\n0.06\n0.05\n0.03\n0.02\n0.02\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1238.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.6, "r": 469.2, "b": 404.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1238.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1238.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1238.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1238.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1239, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p1239.1", "order": 1, "type": "header", "bbox": { "l": 364.32, "t": 739.2, "r": 565.44, "b": 702 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025\nas LLC Page 95", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1239.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 391.92, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1239.3", "order": 3, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1239.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 518.64, "b": 622.08 }, "text": "Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth > 1.01\" for 2 YR-C event\nInflow = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf\nPrimary = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf, Atten= 0%, Lag= 0.0 min", "reading_order": 3 }, { "id": "p1239.5", "order": 5, "type": "text", "bbox": { "l": 51.6, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p1239.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.16, "r": 357.36, "b": 510.24 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1239.7", "order": 7, "type": "caption", "bbox": { "l": 252.96, "t": 504.24, "r": 304.8, "b": 493.2 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1239.8", "order": 8, "type": "figure", "bbox": { "l": 64.08, "t": 502.08, "r": 553.44, "b": 236.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.14 cfs Primary\n0.15 0.14 cfs\nInflow Area=43,883 sf\n0.14\n0.13\n0.12\n0.11\n0.1\n(cfs)\n0.09\n0.08\nFlow 0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1240, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 21, "items": [ { "id": "p1240.1", "order": 1, "type": "header", "bbox": { "l": 364.08, "t": 739.68, "r": 563.76, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1240.2", "order": 2, "type": "header", "bbox": { "l": 467.04, "t": 738.96, "r": 565.2, "b": 699.12 }, "text": "R-C Rainfall=3.42\"\nPrinted 12/19/2025\nPage 96", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1240.3", "order": 3, "type": "header", "bbox": { "l": 49.2, "t": 737.76, "r": 388.56, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1240.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.6, "b": 672.48 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1240.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1240.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1240.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.08\n0.13\n0.14\n0.13\n0.11\n0.09\n0.06\n0.04\n0.03\n0.02\n0.02\n0.02\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1240.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1240.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.08\n0.13\n0.14\n0.13\n0.11\n0.09\n0.06\n0.04\n0.03\n0.02\n0.02\n0.02\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1240.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.6, "r": 469.2, "b": 404.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1240.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1240.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1240.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1240.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1241, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "header": 1, "table": 1, "table_cell": 33, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1241.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 737.76, "r": 563.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 97", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1241.2", "order": 2, "type": "text", "bbox": { "l": 104.4, "t": 687.36, "r": 508.56, "b": 649.44 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points x 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 1 }, { "id": "p1241.3", "order": 3, "type": "table", "bbox": { "l": 51.84, "t": 673.44, "r": 558.48, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 2, "integrity": { "cells_checked": 33, "cells_flagged": 6, "flags": [ { "row": 1, "col": 0, "coverage": 0.33, "text": "Subcatchment2S: DA-P1 PERVOUS" }, { "row": 2, "col": 0, "coverage": 0.33, "text": "Subcatchment3S: DA-P3 PERVOUS" }, { "row": 3, "col": 0, "coverage": 0.33, "text": "Subcatchment4S: DA-P2 PERVOUS" }, { "row": 5, "col": 0, "coverage": 0.33, "text": "Subcatchment6S: DA-P3 IMPERVOUS" }, { "row": 6, "col": 0, "coverage": 0.33, "text": "Subcatchment7S: DA-P2 IMPERVOUS" }, { "row": 7, "col": 0, "coverage": 0.33, "text": "Subcatchment8S: DA-P1 IMPERVOUS" } ] } }, "children": [ { "id": "p1241.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 107.519954, "t": 673.22992, "r": 506.399336, "b": 651.14413 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1241.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 51.84, "t": 637.2424, "r": 305.16, "b": 601.0447 }, "text": "Subcatchment2S: DA-P1 PERVOUS", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1241.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 248.705572, "t": 637.323548, "r": 555.253446, "b": 616.044584 }, "text": "Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.06 cfs 1,255 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1241.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 51.84, "t": 601.0447, "r": 305.16, "b": 564.8471 }, "text": "Subcatchment3S: DA-P3 PERVOUS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1241.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 256.985569, "t": 601.323563, "r": 555.253417, "b": 580.044598 }, "text": "Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.04 cfs 700 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1241.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 51.84, "t": 564.8471, "r": 305.16, "b": 528.6494 }, "text": "Subcatchment4S: DA-P2 PERVOUS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p1241.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 305.16, "t": 564.8471, "r": 558.48, "b": 528.6494 }, "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=168' Slope=0.0300 /\" Tc=8.7 min CN=39/0 Runoff=0.02 cfs 442 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p1241.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 51.84, "t": 528.6494, "r": 305.16, "b": 492.4518 }, "text": "Subcatchment5S: Typ. Roof", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1241.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 268.025564, "t": 529.3235910000001, "r": 555.079111, "b": 508.044627 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1241.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 51.84, "t": 492.4518, "r": 305.16, "b": 456.2541 }, "text": "Subcatchment6S: DA-P3 IMPERVOUS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p1241.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 254.22557, "t": 493.323606, "r": 555.181006, "b": 472.044642 }, "text": "Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.93 cfs 3,734 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1241.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 51.84, "t": 456.2541, "r": 305.16, "b": 420.0565 }, "text": "Subcatchment7S: DA-P2 IMPERVOUS", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1241.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 254.22557, "t": 457.32362, "r": 555.181019, "b": 436.044656 }, "text": "Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.89 cfs 3,547 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1241.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 51.84, "t": 420.0565, "r": 305.16, "b": 383.8588 }, "text": "Subcatchment8S: DA-P1 IMPERVOUS", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1241.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 305.16, "t": 420.0565, "r": 558.48, "b": 383.8588 }, "text": "Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=372' Slope=0.0200 /\" Tc=2.5 min CN=0/98 Runoff=2.11 cfs 7,467 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1241.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 51.84, "t": 383.8588, "r": 305.16, "b": 347.6612 }, "text": "Subcatchment14S: LOT 11 Roof", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1241.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 259.745568, "t": 385.323649, "r": 555.078692, "b": 364.044685 }, "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.39 cfs 1,286 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1241.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 51.84, "t": 347.6612, "r": 305.16, "b": 311.4635 }, "text": "Subcatchment16S: Typ. Roof", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1241.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 268.025564, "t": 349.323663, "r": 555.079131, "b": 328.044699 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1241.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 51.84, "t": 311.4635, "r": 305.16, "b": 275.2659 }, "text": "Subcatchment17S: Typ. Roof", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1241.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 268.025564, "t": 313.323678, "r": 555.079111, "b": 292.044714 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1241.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 51.84, "t": 275.2659, "r": 305.16, "b": 239.0682 }, "text": "Subcatchment18S: Typ. Roof", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1241.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 268.025564, "t": 277.32369200000005, "r": 555.079111, "b": 256.04472799999996 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1241.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 51.84, "t": 239.0682, "r": 305.16, "b": 202.8706 }, "text": "Subcatchment35S: Typ. Roof", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1241.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 268.025564, "t": 241.323707, "r": 555.079111, "b": 220.04474200000004 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1241.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 51.84, "t": 202.8706, "r": 305.16, "b": 166.6729 }, "text": "Subcatchment36S: Typ. Roof", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1241.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 268.025564, "t": 205.32372099999998, "r": 555.079111, "b": 184.044757 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1241.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 51.84, "t": 166.6729, "r": 305.16, "b": 130.4753 }, "text": "Subcatchment37S: Typ. Roof", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1241.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 268.025564, "t": 169.32373500000006, "r": 555.079111, "b": 148.04477099999997 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1241.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 51.84, "t": 130.4753, "r": 305.16, "b": 94.2776 }, "text": "Subcatchment38S: Typ. Roof", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1241.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 268.025564, "t": 133.32375000000002, "r": 555.079111, "b": 112.04478600000004 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1241.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 51.84, "t": 94.2776, "r": 305.16, "b": 58.08 }, "text": "Subcatchment39S: Typ. Roof", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1241.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 268.025564, "t": 97.32376399999998, "r": 555.079111, "b": 76.04480000000001 }, "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1242, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "table": 1, "table_cell": 22, "text": 2 }, "build_ms": 3, "items": [ { "id": "p1242.1", "order": 1, "type": "text", "bbox": { "l": 49.44, "t": 739.68, "r": 565.2, "b": 699.12 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 98", "reading_order": 0 }, { "id": "p1242.2", "order": 2, "type": "table", "bbox": { "l": 48.48, "t": 694.8, "r": 562.32, "b": 304.044709 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 2, "integrity": { "cells_checked": 22, "cells_flagged": 0 } }, "children": [ { "id": "p1242.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 48.48, "t": 694.8, "r": 305.4, "b": 659.28 }, "text": "Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1242.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 305.4, "t": 694.8, "r": 562.32, "b": 659.28 }, "text": "Peak Elev=91.60' Storage=0.141 cf Inflow=0.62 cfs 13,179 cf Outflow=0.62 cfs 13,179 cf", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1242.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 48.48, "t": 659.28, "r": 305.4, "b": 623.76 }, "text": "Pond 3P: PERVOUS PAVEMENT 2B", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1242.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 291.360176, "t": 649.323543, "r": 555.597439, "b": 640.044574 }, "text": "Peak Elev=94.84' Storage=975 cf Inflow=0.89 cfs 3,547 cf Outflow=0.58 cfs 3,543 cf", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1242.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 48.48, "t": 623.76, "r": 305.4, "b": 588.24 }, "text": "Pond 4P: PERVOUS PAVEMENT 3B", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p1242.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 291.359724, "t": 613.323558, "r": 555.596987, "b": 604.044589 }, "text": "Peak Elev=94.85' Storage=951 cf Inflow=0.93 cfs 3,734 cf Outflow=0.67 cfs 3,730 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1242.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 577.1206990000001, "r": 232.352649, "b": 567.024163 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1242.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 277.560095, "t": 577.323572, "r": 555.506805, "b": 568.044603 }, "text": "Peak Elev=94.67' Storage=7,004 cf Inflow=3.06 cfs 11,893 cf Outflow=0.29 cfs 11,894 cf", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1242.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 541.120714, "r": 219.150799, "b": 531.024178 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1242.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 291.360176, "t": 541.323587, "r": 555.597439, "b": 532.044618 }, "text": "Peak Elev=95.54' Storage=178 cf Inflow=0.48 cfs 2,028 cf Outflow=0.48 cfs 1,981 cf", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1242.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 53.999978, "t": 505.120728, "r": 217.655456, "b": 495.024192 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1242.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 283.079547, "t": 505.323601, "r": 555.542479, "b": 496.044632 }, "text": "Peak Elev=94.21' Storage=3,979 cf Inflow=0.93 cfs 6,708 cf Outflow=0.19 cfs 6,702 cf", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1242.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 53.999978, "t": 469.120742, "r": 223.413842, "b": 459.024206 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1242.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 283.079547, "t": 469.323615, "r": 555.542479, "b": 460.044646 }, "text": "Peak Elev=94.58' Storage=3,488 cf Inflow=0.74 cfs 5,524 cf Outflow=0.15 cfs 5,515 cf", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1242.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 53.999978, "t": 433.120757, "r": 224.909184, "b": 423.024221 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1242.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 291.359724, "t": 433.32363, "r": 555.596987, "b": 424.044661 }, "text": "Peak Elev=94.55' Storage=538 cf Inflow=0.72 cfs 3,078 cf Outflow=0.71 cfs 2,978 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1242.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 53.999978, "t": 397.120771, "r": 131.79855, "b": 387.024235 }, "text": "Link 32L: POA1", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1242.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 436.385497, "t": 397.323644, "r": 556.787076, "b": 376.04468 }, "text": "Inflow=0.62 cfs 13,179 cf Primary=0.62 cfs 13,179 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1242.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 53.999978, "t": 361.120786, "r": 133.648473, "b": 351.02425 }, "text": "Link 33L: POA 2", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1242.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 441.905495, "t": 361.323659, "r": 556.823324, "b": 340.044694 }, "text": "Inflow=0.15 cfs 5,515 cf Primary=0.15 cfs 5,515 cf", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1242.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 53.999978, "t": 325.1208, "r": 133.648473, "b": 315.024264 }, "text": "Link 34L: POA 3", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1242.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 441.905495, "t": 325.323673, "r": 556.823291, "b": 304.044709 }, "text": "Inflow=0.19 cfs 6,702 cf Primary=0.19 cfs 6,702 cf", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 } ], "reading_order": 1 }, { "id": "p1242.3", "order": 25, "type": "text", "bbox": { "l": 113.52, "t": 292.32, "r": 573.6, "b": 266.4 }, "text": "Total Runoff Area = 155,557 sf Runoff Volume = 25,565 cf Average Runoff Depth = 1.97\"\n65.25% Pervious = 101,495 sf 34.75% Impervious = 54,062 sf", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1243, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "figure": 1, "header": 1, "text": 3, "title": 1 }, "build_ms": 1, "items": [ { "id": "p1243.1", "order": 1, "type": "header", "bbox": { "l": 53.52, "t": 738.48, "r": 565.2, "b": 699.36 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 99", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1243.2", "order": 2, "type": "title", "bbox": { "l": 159.6, "t": 687.6, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1243.3", "order": 3, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 304.56, "b": 634.32 }, "text": "Runoff = 0.06 cfs @ 13.07 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A\n1,255 cf, Depth= 0.28\"", "reading_order": 2 }, { "id": "p1243.4", "order": 4, "type": "text", "bbox": { "l": 348, "t": 660, "r": 463.68, "b": 646.56 }, "text": "1,255 cf, Depth = 0.28", "reading_order": 3 }, { "id": "p1243.5", "order": 5, "type": "text", "bbox": { "l": 50.4, "t": 623.76, "r": 611.76, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1243.6", "order": 6, "type": "figure", "bbox": { "l": 54.24, "t": 594.24, "r": 563.04, "b": 60.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 2S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 2S: DA-P1 PERVIOUS\nHydrograph\nRunoff\n0.065 0.06 cfs\nNOAA 24-hr D\n0.06\n10 YR-C Rainfall=5.38\"\n0.055\n0.05\nRunoff Area=1.220 ac\n0.045\nRunoff Volume=1,255 cf\n0.04\n(cfs) 0.035 Runoff Depth=0.28\"\nFlow 0.03 Flow Length=525'\n0.025 Tc=14.2 min\nCN=39/0\n0.02\n0.015\n0.01\n0.005\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1244, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1244.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 100", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1244.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.84, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1244.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1244.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1244.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1244.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.08\n0.14\n0.18\n0.22\n0.25\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1244.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1244.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.05\n0.03\n0.02\n0.02\n0.02\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1245, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 1, "header": 1, "table": 1, "table_cell": 40, "text": 3, "title": 1 }, "build_ms": 6, "items": [ { "id": "p1245.1", "order": 1, "type": "header", "bbox": { "l": 53.28, "t": 738.48, "r": 563.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 101", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1245.2", "order": 2, "type": "title", "bbox": { "l": 159.6, "t": 687.6, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1245.3", "order": 3, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.04 cfs @ 12.98 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 2 }, { "id": "p1245.4", "order": 4, "type": "text", "bbox": { "l": 356.4, "t": 660.24, "r": 463.68, "b": 646.56 }, "text": "700 cf, Depth= 0.28\"", "reading_order": 3 }, { "id": "p1245.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.28, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1245.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 588, "r": 558.96, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p1245.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1245.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1245.6.3", 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234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1245.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1245.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "9.0", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1245.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "83", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1245.6.18", "order": 24, 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true }, "reading_order": 20 }, { "id": "p1245.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 74.63997, "t": 471.51, "r": 89.541931, "b": 461.424205 }, "text": "0.2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1245.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 120.838621, "t": 471.51, "r": 132.760189, "b": 461.424205 }, "text": "10", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1245.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 143.395429, "t": 471.51, "r": 176.179742, "b": 461.424205 }, "text": "0.0240", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1245.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 203.149288, "t": 471.51, "r": 224.012033, "b": 461.424205 }, "text": "1.08", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, 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"colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1245.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 68.759972, "t": 433.590016, "r": 89.622717, "b": 423.504221 }, "text": "11.5", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1245.6.35", "order": 41, "type": "table_cell", "bbox": { "l": 114.957015, "t": 433.590016, "r": 132.839367, "b": 423.504221 }, "text": "363", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1245.6.36", "order": 42, "type": "table_cell", "bbox": { "l": 143.392207, "t": 433.590016, "r": 167.224623, "b": 423.504221 }, "text": "Total", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1245.6.37", "order": 43, "type": "table_cell", "bbox": { "l": 269.5886, "t": 445.62, "r": 341.9314, "b": 425.28 }, "text": "", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1245.6.38", "order": 44, "type": "table_cell", "bbox": { "l": 341.9314, "t": 445.62, "r": 414.2743, "b": 425.28 }, "text": "", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 37 }, { "id": "p1245.6.39", "order": 45, "type": "table_cell", "bbox": { "l": 414.2743, "t": 445.62, "r": 486.6171, "b": 425.28 }, "text": "", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1245.6.40", "order": 46, "type": "table_cell", "bbox": { "l": 486.6171, "t": 445.62, "r": 558.96, "b": 425.28 }, "text": "", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 39 } ], "reading_order": 5 }, { "id": "p1245.7", "order": 47, "type": "figure", "bbox": { "l": 51.12, "t": 392.88, "r": 553.68, "b": 341.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Subcatchment 3S: DA-P3 PERVIOUS\nPioe Flow" }, "reading_order": 6 }, { "id": "p1245.8", "order": 48, "type": "caption", "bbox": { "l": 198.48, "t": 349.68, "r": 420.72, "b": 334.08 }, "text": "Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1245.9", "order": 49, "type": "figure", "bbox": { "l": 62.64, "t": 329.04, "r": 556.32, "b": 64.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.038 Runoff\n0.04 cfs\n0.036\n0.034 NOAA 24-hr D\n0.032\n0.03 10 YR-C Rainfall=5.38\"\n0.028\n0.026 Runoff Area=0.680 ac\nRunoff Volume=700 cf\n0.024\n(cfs)\n0.022\nRunoff Depth=0.28\"\n0.02\nFlow\n0.018\n0.016 Flow Length=363'\n0.014\n0.012 Tc=11.5 min\n0.008 CN=39/0\n0.01\n0.006\n0.004\n0.002\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p1245.10", "order": 50, "type": "footnote", "bbox": { "l": 92.4, "t": 80.88, "r": 492.24, "b": 61.68 }, "text": "10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1246, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1246.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 102", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1246.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.84, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1246.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1246.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1246.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1246.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.08\n0.14\n0.18\n0.22\n0.25\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1246.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1246.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.03\n0.02\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1247, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 41, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 1, "table": 1, "table_cell": 31, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p1247.1", "order": 1, "type": "header", "bbox": { "l": 53.52, "t": 738.48, "r": 563.52, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 103", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1247.2", "order": 2, "type": "title", "bbox": { "l": 159.6, "t": 687.6, "r": 462.72, "b": 672.72 }, "text": "Summary for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1247.3", "order": 3, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 464.16, "b": 634.08 }, "text": "Runoff = 0.02 cfs @ 12.87 hrs, Volume=\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 2 }, { "id": "p1247.4", "order": 4, "type": "text", "bbox": { "l": 355.92, "t": 660, "r": 463.68, "b": 646.56 }, "text": "442 cf, Depth= 0.28\"", "reading_order": 3 }, { "id": "p1247.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1247.6", "order": 6, "type": "table", "bbox": { "l": 53.04, "t": 588.48, "r": 559.2, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p1247.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1247.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": 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319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1247.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1247.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1247.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1247.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1247.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1247.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1247.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "7.8", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1247.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "60", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1247.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1247.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.13", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1247.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 342.2743, "t": 515.3829, "r": 414.5829, "b": 497.1086 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1247.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 459.146208, "b": 485.424196 }, "text": "Sheet Flow,\\nGrass: Dense n= 0.240 P2= 3.42\"", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1247.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.9", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1247.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "108", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1247.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 197.6571, "t": 497.1086, "r": 269.9657, "b": 478.8343 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1247.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1247.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 342.2743, "t": 497.1086, "r": 414.5829, "b": 478.8343 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1247.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1247.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "8.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1247.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "168", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1247.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1247.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 269.9657, "t": 478.8343, "r": 342.2743, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1247.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 342.2743, "t": 478.8343, "r": 414.5829, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1247.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 414.5829, "t": 478.8343, "r": 486.8914, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1247.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 486.8914, "t": 478.8343, "r": 559.2, "b": 460.56 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 30 } ], "reading_order": 5 }, { "id": "p1247.7", "order": 38, "type": "caption", "bbox": { "l": 198.24, "t": 384.96, "r": 420.96, "b": 370.32 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1247.8", "order": 39, "type": "figure", "bbox": { "l": 63.36, "t": 367.92, "r": 555.36, "b": 102.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.025 Runoff\n0.024 0.02 cfs\n0.023\n0.022 NOAA 24-hr D\n0.021\n0.02 10 YR-C Rainfall=5.38\"\n0.019\nRunoff Area=0.430 ac\n0.018\n0.017\n0.015 Runoff Volume=442 cf\n0.016\n(cfs) 0.013 Runoff Depth=0.28\"\n0.014\nFlow 0.011 Flow Length=168'\n0.012\n0.01\n0.009 Slope=0.0300 '/'\n0.008\n0.007 Tc=8.7 min\n0.006\nCN=39/0\n0.005\n0.004\n0.003\n0.002\n0.001\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 7 }, { "id": "p1247.9", "order": 40, "type": "footer", "bbox": { "l": 356.16, "t": 415.2, "r": 545.76, "b": 399.12 }, "text": "Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p1247.10", "order": 41, "type": "footnote", "bbox": { "l": 94.08, "t": 119.52, "r": 493.2, "b": 98.64 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1248, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1248.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 104", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1248.2", "order": 2, "type": "caption", "bbox": { "l": 163.68, "t": 687.84, "r": 458.16, "b": 672.48 }, "text": "Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1248.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.56, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1248.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1248.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633231, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1248.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.790286, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.08\n0.14\n0.18\n0.22\n0.25\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28\n0.28", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1248.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35317, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1248.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752948, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1249, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1249.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 565.68, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 105", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1249.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 389.76, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1249.3", "order": 3, "type": "title", "bbox": { "l": 182.88, "t": 687.6, "r": 438.72, "b": 672 }, "text": "Summary for Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1249.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 463.92, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p1249.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1249.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1249.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1249.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1249.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1249.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1249.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1249.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1249.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1249.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1249.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1249.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1249.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1249.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1249.7", "order": 19, "type": "caption", "bbox": { "l": 221.52, "t": 422.88, "r": 396.24, "b": 407.52 }, "text": "Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1249.8", "order": 20, "type": "figure", "bbox": { "l": 63.12, "t": 406.8, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1250, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 11, "items": [ { "id": "p1250.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 565.68, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 106" }, "reading_order": 0 }, { "id": "p1250.2", "order": 2, "type": "caption", "bbox": { "l": 185.04, "t": 687.6, "r": 436.08, "b": 672 }, "text": "Hydrograph for Subcatchment 5S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1250.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1250.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1250.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1250.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1250.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1250.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1251, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 1, "table": 1, "table_cell": 33, "text": 4, "title": 1 }, "build_ms": 4, "items": [ { "id": "p1251.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.24, "r": 563.04, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 107", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1251.2", "order": 2, "type": "title", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1251.3", "order": 3, "type": "text", "bbox": { "l": 53.28, "t": 660.48, "r": 304.56, "b": 634.56 }, "text": "Runoff = 0.93 cfs @ 12.12 hrs, Volume=\nRouted to Pond 4P : PERVIOUS PAVEMENT 3B\n3,734 cf, Depth= 5.14\"", "reading_order": 2 }, { "id": "p1251.4", "order": 4, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.68, "b": 646.56 }, "text": "3 7' 4= 5.14\"", "reading_order": 3 }, { "id": "p1251.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1251.6", "order": 6, "type": "table", "bbox": { "l": 52.56, "t": 588.24, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 7, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p1251.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1251.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1251.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1251.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.200", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1251.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1251.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 267.203736, "b": 561.264165 }, "text": "Paved parking, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1251.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.200", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1251.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1251.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1251.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1251.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1251.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1251.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1251.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1251.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1251.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1251.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1251.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1251.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1251.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 341.9314, "t": 509.9314, "r": 414.2743, "b": 490.3543 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1251.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1251.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1251.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1251.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1251.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1251.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 341.9314, "t": 490.3543, "r": 414.2743, "b": 470.7771 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1251.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1251.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1251.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1251.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 269.5886, "t": 470.7771, "r": 341.9314, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1251.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 341.9314, "t": 470.7771, "r": 414.2743, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1251.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 414.2743, "t": 470.7771, "r": 486.6171, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1251.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 486.6171, "t": 470.7771, "r": 558.96, "b": 451.2 }, "text": "", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 5 }, { "id": "p1251.7", "order": 40, "type": "text", "bbox": { "l": 343.44, "t": 402.48, "r": 545.76, "b": 390.48 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "reading_order": 6 }, { "id": "p1251.8", "order": 41, "type": "caption", "bbox": { "l": 191.76, "t": 372.96, "r": 427.92, "b": 358.56 }, "text": "Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1251.9", "order": 42, "type": "figure", "bbox": { "l": 62.4, "t": 353.04, "r": 553.2, "b": 93.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1 0.93 cfs\nNOAA 24-hr D\n10 YR-C Rainfall=5.38\"\nRunoff Area=0.200 ac\nRunoff Volume=3,734 cf\n(cfs) Runoff Depth=5.14\"\nFlow Flow Length=155'\nTc=4.3 min\nCN=0/98\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "reading_order": 8 }, { "id": "p1251.10", "order": 43, "type": "footnote", "bbox": { "l": 83.52, "t": 107.04, "r": 493.2, "b": 86.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1252, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1252.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 108", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1252.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1252.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1252.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1252.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1252.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1252.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1252.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.53\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1253, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 33, "text": 3 }, "build_ms": 4, "items": [ { "id": "p1253.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.24, "r": 563.04, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 109", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1253.2", "order": 2, "type": "header", "bbox": { "l": 343.68, "t": 402.48, "r": 546, "b": 390.48 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1253.3", "order": 3, "type": "heading", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1253.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 304.8, "b": 634.56 }, "text": "Runoff = 0.89 cfs @ 12.12 hrs, Volume=\nRouted to Pond 3P : PERVIOUS PAVEMENT 2B\n3,547 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p1253.5", "order": 5, "type": "text", "bbox": { "l": 347.04, "t": 660, "r": 463.68, "b": 646.56 }, "text": "3,547 cf. Depth= 5.14\"", "reading_order": 4 }, { "id": "p1253.6", "order": 6, "type": "text", "bbox": { "l": 51.6, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p1253.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.48, "r": 558.72, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 7, "integrity": { "cells_checked": 27, "cells_flagged": 0 } }, "children": [ { "id": "p1253.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1253.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1253.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1253.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "0.190", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1253.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1253.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 561.264165 }, "text": "Paved roads w/curbs & sewers, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1253.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.190", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1253.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1253.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1253.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1253.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1253.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1253.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1253.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1253.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1253.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "3.5", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1253.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "35", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1253.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1253.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1253.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 341.7943, "t": 510.3086, "r": 414.1029, "b": 490.7657 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1253.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 453.78579, "b": 461.424205 }, "text": "Sheet Flow,\\nGrass: Short n= 0.150 P2= 3.42\"\\nShallow Concentrated Flow,\\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 2, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1253.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.8", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1253.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1253.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1253.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1253.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 341.7943, "t": 490.7657, "r": 414.1029, "b": 471.2229 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1253.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1253.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "172", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1253.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1253.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 269.4857, "t": 471.2229, "r": 341.7943, "b": 451.68 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1253.7.31", "order": 38, "type": "table_cell", "bbox": { "l": 341.7943, "t": 471.2229, "r": 414.1029, "b": 451.68 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1253.7.32", "order": 39, "type": "table_cell", "bbox": { "l": 414.1029, "t": 471.2229, "r": 486.4114, "b": 451.68 }, "text": "", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1253.7.33", "order": 40, "type": "table_cell", "bbox": { "l": 486.4114, "t": 471.2229, "r": 558.72, "b": 451.68 }, "text": "", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 6 }, { "id": "p1253.8", "order": 41, "type": "caption", "bbox": { "l": 191.04, "t": 372.96, "r": 427.92, "b": 358.32 }, "text": "Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1253.9", "order": 42, "type": "caption", "bbox": { "l": 254.4, "t": 353.04, "r": 306.24, "b": 342 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1253.10", "order": 43, "type": "figure", "bbox": { "l": 61.44, "t": 349.92, "r": 552.24, "b": 87.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.95 0.89 cfs\n0.9\n0.85 NOAA 24-hr D\n10 YR-C Rainfall=5.38\"\n0.8\n0.75\nRunoff Area=0.190 ac\n0.7\n0.65\n0.6 Runoff Volume=3,547 cf\n(cfs) 0.5 Runoff Depth=5.14\"\n0.55\nFlow Flow Length=172'\n0.45\n0.4\n0.35 Tc=4.3 min\n0.3\n0.25 CN=0/98\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1254, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1254.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 110", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1254.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.88, "b": 672.48 }, "text": "Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1254.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.08, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1254.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1254.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1254.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1254.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1254.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.51\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1255, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 42, "counts_by_type": { "caption": 1, "figure": 2, "footnote": 2, "table": 1, "table_cell": 32, "text": 3, "title": 1 }, "build_ms": 4, "items": [ { "id": "p1255.1", "order": 1, "type": "figure", "bbox": { "l": 53.52, "t": 738.48, "r": 564.96, "b": 699.12 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 111" }, "reading_order": 0 }, { "id": "p1255.2", "order": 2, "type": "title", "bbox": { "l": 153.12, "t": 687.6, "r": 469.92, "b": 672.72 }, "text": "Summary for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1255.3", "order": 3, "type": "text", "bbox": { "l": 53.04, "t": 660.24, "r": 464.16, "b": 634.08 }, "text": "Runoff = 2.11 cfs @ 12.11 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1255.4", "order": 4, "type": "text", "bbox": { "l": 347.52, "t": 660, "r": 463.44, "b": 646.56 }, "text": "7,467 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p1255.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1255.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 588.48, "r": 558.96, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 24, "cells_flagged": 0 } }, "children": [ { "id": "p1255.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1255.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1255.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1255.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 52.32, "t": 570.0686, "r": 124.6971, "b": 551.6571 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1255.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 547.344171 }, "text": "0.400\n0.400", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1255.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1255.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 345.84106, "b": 547.344171 }, "text": "Paved roads w/curbs & sewers, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1255.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1255.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1255.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1255.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1255.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 234.58424, "t": 533.429976, "r": 276.288288, "b": 511.344185 }, "text": "Capacity (cfs)", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1255.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 159.353445, "t": 585.269955, "r": 212.96834, "b": 575.18416 }, "text": "Description", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1255.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "1.4", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1255.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 114.958671, "t": 507.509986, "r": 132.841024, "b": 497.424191 }, "text": "235", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1255.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 143.393863, "t": 507.509986, "r": 176.178176, "b": 497.424191 }, "text": "0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1255.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 203.147723, "t": 507.509986, "r": 224.010468, "b": 497.424191 }, "text": "2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1255.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 341.8286, "t": 514.8343, "r": 414.2057, "b": 496.4229 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1255.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.400727, "r": 429.653191, "b": 485.424196 }, "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1255.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "1.1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1255.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "137", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1255.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 197.0743, "t": 496.4229, "r": 269.4514, "b": 478.0114 }, "text": "", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1255.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 203.154048, "t": 483.509996, "r": 224.016793, "b": 473.424201 }, "text": "2.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1255.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 341.8286, "t": 496.4229, "r": 414.2057, "b": 478.0114 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1255.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 483.400737, "r": 403.451471, "b": 473.304201 }, "text": "Direct Entry, Pipe Flow", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1255.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 469.590001, "r": 89.541931, "b": 459.504206 }, "text": "2.5", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1255.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 469.590001, "r": 132.841024, "b": 459.504206 }, "text": "372", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1255.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 469.590001, "r": 167.226279, "b": 459.504206 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1255.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 269.4514, "t": 478.0114, "r": 341.8286, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1255.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 341.8286, "t": 478.0114, "r": 414.2057, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1255.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 414.2057, "t": 478.0114, "r": 486.5829, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1255.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 486.5829, "t": 478.0114, "r": 558.96, "b": 459.6 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 }, "reading_order": 31 } ], "reading_order": 5 }, { "id": "p1255.7", "order": 39, "type": "caption", "bbox": { "l": 192, "t": 384.96, "r": 428.4, "b": 370.32 }, "text": "Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1255.8", "order": 40, "type": "figure", "bbox": { "l": 62.4, "t": 364.32, "r": 554.4, "b": 117.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n2.11 cfs\n2 NOAA 24-hr D\n10 YR-C Rainfall=5.38\"\nRunoff Area=0.400 ac\nRunoff Volume=7,467 cf\n(cfs) Runoff Depth=5.14\"\nFlow 1 Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98" }, "reading_order": 7 }, { "id": "p1255.9", "order": 41, "type": "footnote", "bbox": { "l": 343.92, "t": 414.96, "r": 546.24, "b": 400.56 }, "text": "Subcatchment 8S: DA-P1_IMPERVIOUS", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p1255.10", "order": 42, "type": "footnote", "bbox": { "l": 83.28, "t": 119.52, "r": 492.48, "b": 97.92 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1256, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1256.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 112", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1256.2", "order": 2, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 464.64, "b": 672.48 }, "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1256.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.32, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1256.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1256.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1256.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1256.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1256.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.01\n0.03\n0.03\n0.05\n0.10\n1.25\n0.11\n0.06\n0.04\n0.03\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1257, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 23, "counts_by_type": { "caption": 1, "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 15, "text": 3 }, "build_ms": 3, "items": [ { "id": "p1257.1", "order": 1, "type": "header", "bbox": { "l": 54, "t": 738, "r": 563.28, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 113", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1257.2", "order": 2, "type": "heading", "bbox": { "l": 171.12, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1257.3", "order": 3, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 311.76, "b": 634.32 }, "text": "Runoff = 0.39 cfs @ 12.09 hrs, Volume=\nRouted to Pond 2P : Subusrface Infiltration Basin 1\n1,286 cf, Depth= 5.14\"", "reading_order": 2 }, { "id": "p1257.4", "order": 4, "type": "text", "bbox": { "l": 348.24, "t": 660, "r": 463.44, "b": 646.56 }, "text": "1,286 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p1257.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1257.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1257.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1257.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1257.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1257.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.48, "t": 587.52, "r": 559.2, "b": 572.16 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1257.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1257.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1257.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1257.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.48, "t": 572.16, "r": 559.2, "b": 556.8 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1257.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Tc (min)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1257.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1257.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1257.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1257.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 74.63997, "t": 507.509986, "r": 89.541931, "b": 497.424191 }, "text": "0.3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1257.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "40", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1257.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 203.155656, "t": 507.509986, "r": 224.018401, "b": 497.424191 }, "text": "2.00", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 } ], "reading_order": 5 }, { "id": "p1257.7", "order": 22, "type": "caption", "bbox": { "l": 209.52, "t": 422.88, "r": 408.48, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1257.8", "order": 23, "type": "figure", "bbox": { "l": 62.88, "t": 402.72, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.42 Runoff\n0.39 cfs\n0.4\n0.38 NOAA 24-hr D\n0.36\n0.34 10 YR-C Rainfall=5.38\"\n0.32\n0.3 Runoff Area=3,000 sf\n0.28\n0.26 Runoff Volume=1,286 cf\n(cfs) 0.22 Runoff Depth=5.14\"\n0.24\nFlow Flow Length=40'\n0.2\n0.18\nTc=0.3 min\n0.16\n0.14\n0.12 CN=0/98\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1258, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1258.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1258.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 385.68, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1258.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 114", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1258.4", "order": 4, "type": "caption", "bbox": { "l": 174.24, "t": 687.6, "r": 446.88, "b": 672.24 }, "text": "Hydrograph for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1258.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1258.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1258.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1258.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1258.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1258.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.24\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1259, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 1, "table": 1, "table_cell": 12, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1259.1", "order": 1, "type": "header", "bbox": { "l": 53.28, "t": 738, "r": 564, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 115", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1259.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1259.3", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 660.24, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A", "reading_order": 2 }, { "id": "p1259.4", "order": 4, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.68, "b": 646.56 }, "text": "793 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p1259.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1259.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1259.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1259.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1259.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1259.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1259.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1259.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1259.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1259.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1259.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1259.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1259.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1259.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1259.7", "order": 19, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1259.8", "order": 20, "type": "figure", "bbox": { "l": 63.12, "t": 406.8, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1260, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1260.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 565.44, "b": 698.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 116" }, "reading_order": 0 }, { "id": "p1260.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.84, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 16S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1260.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1260.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1260.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1260.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1260.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1260.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1261, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 1, "table": 1, "table_cell": 12, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1261.1", "order": 1, "type": "header", "bbox": { "l": 53.28, "t": 738, "r": 563.76, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 117", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1261.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1261.3", "order": 3, "type": "text", "bbox": { "l": 52.8, "t": 660.24, "r": 304.32, "b": 634.56 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A\n793 cf, Depth= 5.14\"", "reading_order": 2 }, { "id": "p1261.4", "order": 4, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.44, "b": 646.56 }, "text": "793 cf, Depth= 5.14\"", "reading_order": 3 }, { "id": "p1261.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1261.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1261.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1261.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1261.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1261.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1261.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1261.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1261.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1261.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1261.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1261.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1261.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1261.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1261.7", "order": 19, "type": "caption", "bbox": { "l": 218.4, "t": 422.88, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1261.8", "order": 20, "type": "figure", "bbox": { "l": 63.12, "t": 405.84, "r": 551.52, "b": 136.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1262, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1262.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 565.44, "b": 698.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 118" }, "reading_order": 0 }, { "id": "p1262.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 17S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1262.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1262.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1262.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1262.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1262.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1262.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1263, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 12, "text": 4, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1263.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 564.24, "b": 713.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1263.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 390.24, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1263.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 119", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1263.4", "order": 4, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1263.5", "order": 5, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 304.32, "b": 634.56 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A\n793 cf, Depth= 5.14\"", "reading_order": 4 }, { "id": "p1263.6", "order": 6, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.68, "b": 646.56 }, "text": "793 cf, Depth= 5.14\"", "reading_order": 5 }, { "id": "p1263.7", "order": 7, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 6 }, { "id": "p1263.8", "order": 8, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1263.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1263.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1263.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1263.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1263.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1263.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1263.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1263.8.8", "order": 16, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1263.8.9", "order": 17, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1263.8.10", "order": 18, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1263.8.11", "order": 19, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1263.8.12", "order": 20, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 7 }, { "id": "p1263.9", "order": 21, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1263.10", "order": 22, "type": "figure", "bbox": { "l": 63.12, "t": 406.32, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1264, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1264.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 565.44, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 120" }, "reading_order": 0 }, { "id": "p1264.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 18S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1264.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1264.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1264.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1264.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1264.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1264.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1265, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 12, "text": 3, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1265.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 564.24, "b": 713.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1265.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 391.2, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1265.3", "order": 3, "type": "text", "bbox": { "l": 510.48, "t": 711.12, "r": 559.2, "b": 699.12 }, "text": "Page 121", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1265.4", "order": 4, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1265.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 660.24, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 4 }, { "id": "p1265.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p1265.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1265.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1265.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1265.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1265.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1265.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1265.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1265.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1265.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1265.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1265.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1265.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1265.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p1265.8", "order": 20, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1265.9", "order": 21, "type": "figure", "bbox": { "l": 63.12, "t": 408.24, "r": 551.52, "b": 136.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1266, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1266.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 122" }, "reading_order": 0 }, { "id": "p1266.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 35S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1266.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1266.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1266.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1266.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1266.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1266.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1267, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "figure": 1, "header": 3, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1267.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 564, "b": 712.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1267.2", "order": 2, "type": "header", "bbox": { "l": 458.4, "t": 738.72, "r": 562.32, "b": 699.36 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 123", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1267.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 391.2, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1267.4", "order": 4, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 3 }, { "id": "p1267.5", "order": 5, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 7P : BIORENTION BASIN 2A", "reading_order": 4 }, { "id": "p1267.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 5 }, { "id": "p1267.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1267.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1267.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1267.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1267.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1267.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1267.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1267.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1267.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1267.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1267.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1267.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1267.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 6 }, { "id": "p1267.8", "order": 20, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p1267.9", "order": 21, "type": "figure", "bbox": { "l": 63.12, "t": 408.24, "r": 551.52, "b": 136.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1268, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 10, "items": [ { "id": "p1268.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 565.44, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 124" }, "reading_order": 0 }, { "id": "p1268.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 36S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1268.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1268.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1268.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1268.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1268.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1268.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1269, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 20, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1269.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 739.2, "r": 565.44, "b": 701.04 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 125", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1269.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.76, "r": 390.48, "b": 698.64 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1269.3", "order": 3, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1269.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 3 }, { "id": "p1269.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 4 }, { "id": "p1269.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1269.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1269.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1269.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1269.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1269.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1269.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1269.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1269.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1269.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1269.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1269.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1269.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1269.7", "order": 19, "type": "caption", "bbox": { "l": 218.16, "t": 422.88, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1269.8", "order": 20, "type": "figure", "bbox": { "l": 63.12, "t": 406.8, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1270, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1270.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 565.44, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 126" }, "reading_order": 0 }, { "id": "p1270.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 37S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1270.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1270.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1270.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1270.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1270.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1270.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1271, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 2, "table": 1, "table_cell": 12, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1271.1", "order": 1, "type": "figure", "bbox": { "l": 52.8, "t": 738.24, "r": 564, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 127" }, "reading_order": 0 }, { "id": "p1271.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1271.3", "order": 3, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 2 }, { "id": "p1271.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 3 }, { "id": "p1271.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 558.96, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1271.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1271.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1271.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1271.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 432.3, "t": 587.52, "r": 558.96, "b": 569.088 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1271.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1271.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1271.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1271.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 432.3, "t": 569.088, "r": 558.96, "b": 550.656 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1271.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 224.018401, "b": 497.424191 }, "text": "Tc (min)\n2.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1271.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Length (feet)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1271.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1271.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 511.344185 }, "text": "Velocity (ft/sec)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 } ], "reading_order": 4 }, { "id": "p1271.6", "order": 18, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1271.7", "order": 19, "type": "figure", "bbox": { "l": 63.12, "t": 407.76, "r": 551.52, "b": 136.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1272, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1272.1", "order": 1, "type": "figure", "bbox": { "l": 52.08, "t": 738.48, "r": 565.44, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 128" }, "reading_order": 0 }, { "id": "p1272.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 38S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1272.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1272.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1272.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1272.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1272.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1272.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1273, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 18, "counts_by_type": { "caption": 1, "figure": 2, "table": 1, "table_cell": 11, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p1273.1", "order": 1, "type": "figure", "bbox": { "l": 53.04, "t": 738, "r": 564.24, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 129" }, "reading_order": 0 }, { "id": "p1273.2", "order": 2, "type": "title", "bbox": { "l": 179.28, "t": 687.6, "r": 442.08, "b": 672 }, "text": "Summary for Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1273.3", "order": 3, "type": "text", "bbox": { "l": 52.32, "t": 660.24, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 42P : BIORENTION BASIN 3A", "reading_order": 2 }, { "id": "p1273.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "reading_order": 3 }, { "id": "p1273.5", "order": 5, "type": "table", "bbox": { "l": 52.32, "t": 587.52, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p1273.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1273.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1273.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1273.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "1,850\n1,850", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1273.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1273.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1273.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.4", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1273.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n45", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1273.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1273.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1273.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 } ], "reading_order": 4 }, { "id": "p1273.6", "order": 17, "type": "caption", "bbox": { "l": 218.16, "t": 423.12, "r": 399.84, "b": 407.52 }, "text": "Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1273.7", "order": 18, "type": "figure", "bbox": { "l": 63.12, "t": 408.24, "r": 551.52, "b": 136.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1274, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "figure": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1274.1", "order": 1, "type": "figure", "bbox": { "l": 52.32, "t": 738.48, "r": 565.68, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 130" }, "reading_order": 0 }, { "id": "p1274.2", "order": 2, "type": "caption", "bbox": { "l": 181.92, "t": 687.6, "r": 438.96, "b": 672.24 }, "text": "Hydrograph for Subcatchment 39S: Typ. Roof", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1274.3", "order": 3, "type": "table", "bbox": { "l": 53.999983, "t": 663.84, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1274.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553499, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1274.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633431, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n0.13\n0.28\n0.46\n0.70\n1.07\n2.58\n4.31\n4.68\n4.92\n5.10\n5.25\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38\n5.38", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1274.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1274.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.35333, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.03\n0.13\n0.28\n0.50\n0.86\n2.35\n4.08\n4.45\n4.68\n4.86\n5.01\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14\n5.14", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1274.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.753147, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.15\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1275, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 19, "counts_by_type": { "figure": 1, "footer": 3, "footnote": 1, "header": 1, "heading": 2, "table": 1, "table_cell": 8, "text": 2 }, "build_ms": 3, "items": [ { "id": "p1275.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 131", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1275.2", "order": 2, "type": "heading", "bbox": { "l": 149.76, "t": 687.36, "r": 472.56, "b": 672.72 }, "text": "Summary for Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1275.3", "order": 3, "type": "text", "bbox": { "l": 51.84, "t": 661.2, "r": 520.32, "b": 514.56 }, "text": "Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.95\" for 10 YR-C event\nInflow = 0.62 cfs @ 12.09 hrs, Volume= 13,179 cf\nOutflow = 0.62 cfs @ 12.10 hrs, Volume= 13,179 cf, Atten= 1%, Lag= 0.6 min\nPrimary = 0.62 cfs @ 12.10 hrs, Volume= 13,179 cf\nRouted to Link 32L : POA1\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 91.55' Surf.Area= 0.057 ac Storage= 0.140 af\nPeak Elev= 91.60' @ 12.10 hrs Surf.Area= 0.057 ac Storage= 0.141 af (0.001 af above start)\n\nPlug-Flow detention time= 451.2 min calculated for 7,077 cf (54% of inflow)\nCenter-of-Mass det. time= 2.1 min ( 937.1 - 934.9 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1275.4", "order": 4, "type": "table", "bbox": { "l": 51.84, "t": 504.72, "r": 558, "b": 402 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p1275.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 543.197044, "b": 465.264204 }, "text": "Volume\n#1A\n0.341 af Overall - 0.091 af Embedded = 0.250 af x 40.0% Voids", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1275.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.356965, "t": 501.269988, "r": 149.228173, "b": 477.264199 }, "text": "Invert\n87.00'", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1275.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.113927, "t": 501.269988, "r": 228.870732, "b": 477.264199 }, "text": "Avail.Storage\n0.100 af", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1275.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.226133, "t": 501.269988, "r": 409.382851, "b": 477.144199 }, "text": "Storage Description\n27.50'W x 90.00'L x 6.00'H Field A", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1275.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 85.072339, "b": 453.264209 }, "text": "#2A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1275.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356965, "t": 463.350004, "r": 149.228173, "b": 453.264209 }, "text": "87.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1275.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 189.953409, "t": 463.350004, "r": 228.698506, "b": 453.264209 }, "text": "0.073 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1275.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.24024, "t": 463.350004, "r": 512.131333, "b": 405.264228 }, "text": "ADS N-12 36\" x 20 Inside #1\\nInside = 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\\nOutside = 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\\n20 Chambers in 5 Rows\\n24.50' Header x 7.10 sf x 2 = 347.9 cf Inside", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p1275.5", "order": 13, "type": "heading", "bbox": { "l": 67.2, "t": 379.44, "r": 295.44, "b": 366 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1275.6", "order": 14, "type": "text", "bbox": { "l": 50.64, "t": 355.92, "r": 558.48, "b": 221.28 }, "text": "Device Routing Invert Outlet Devices\n#1 Primary 91.55' 48.0\" x 48.0\" Horiz. Grate C=0.600\n#2 Device 1 88.00' 12.0\" Round Culvert\nL= 119.0' RCP, square edge headwall, Ke=0.500\nInlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf\nPrimary OutFlow Max=0.62 cfs @ 12.10 hrs HW=91.60' TW=0.00' (Dynamic Tailwater)\n1=Grate (Weir Controls 0.62 cfs @ 0.74 fps)\n2=Culvert (Passes 0.62 cfs of 0.66 cfs potential flow)", "attrs": { "block_label": "algorithm" }, "reading_order": 5 }, { "id": "p1275.7", "order": 15, "type": "figure", "bbox": { "l": 52.8, "t": 191.76, "r": 557.04, "b": 123.12 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 2P: Subusrface Infiltration Basin 1\nCulvert" }, "reading_order": 6 }, { "id": "p1275.8", "order": 16, "type": "footnote", "bbox": { "l": 188.16, "t": 403.2, "r": 353.28, "b": 390.24 }, "text": "0.173 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 }, { "id": "p1275.9", "order": 17, "type": "footer", "bbox": { "l": 513.36, "t": 183.36, "r": 541.44, "b": 172.56 }, "text": "Grate", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p1275.10", "order": 18, "type": "footer", "bbox": { "l": 71.28, "t": 176.4, "r": 278.88, "b": 163.68 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p1275.11", "order": 19, "type": "footer", "bbox": { "l": 505.92, "t": 141.36, "r": 542.16, "b": 129.36 }, "text": "Culvert", "attrs": { "block_label": "footer" }, "reading_order": 10 } ] }, { "document_id": 12617, "page": 1276, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "header": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1276.1", "order": 1, "type": "header", "bbox": { "l": 53.76, "t": 738.96, "r": 563.28, "b": 698.16 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 132", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1276.2", "order": 2, "type": "heading", "bbox": { "l": 112.8, "t": 687.6, "r": 512.16, "b": 672.48 }, "text": "Pond 2P: Subusrface Infiltration Basin 1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1276.3", "order": 3, "type": "text", "bbox": { "l": 49.92, "t": 665.52, "r": 543.12, "b": 362.88 }, "text": "Chamber Model = ADS N-12 36\" (ADS N-12® Pipe)\nInside= 36.1\"W x 36.1\"H => 7.10 sf x 20.00'L = 142.0 cf\nOutside= 42.0\"W x 42.0\"H => 8.86 sf x 20.00'L = 177.2 cf\n42.0\" Wide + 21.0\" Spacing = 63.0\" C-C Row Spacing\n4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0\" End Stone x 2 = 90.00' Base Length\n5 Rows x 42.0\" Wide + 21.0\" Spacing x 4 + 18.0\" Side Stone x 2 = 27.50' Base Width\n6.0\" Stone Base + 42.0\" Chamber Height + 24.0\" Stone Cover = 6.00' Field Height\n20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage\n20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement\n14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage\nChamber Storage + Stone Storage = 7,536.4 cf = 0.173 af\nOverall Storage Efficiency = 50.8%\nOverall System Size = 90.00' x 27.50' x 6.00'\n20 Chambers\n550.0 cy Field\n402.6 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1276.4", "order": 4, "type": "figure", "bbox": { "l": 267.12, "t": 348.96, "r": 344.64, "b": 96.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p1276.5", "order": 5, "type": "figure", "bbox": { "l": 266.16, "t": 71.04, "r": 344.88, "b": 53.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1277, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1277.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 738.72, "r": 565.92, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 133", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1277.2", "order": 2, "type": "header", "bbox": { "l": 54.72, "t": 737.76, "r": 414.96, "b": 698.88 }, "text": "Analysis - Failure\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1277.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.56, "b": 672.96 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1277.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 667.68, "r": 553.44, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.62 cfs Primary\n0.65 0.62 cfs\nInflow Area=80,967 sf\n0.6\n0.55 Peak Elev=91.60'\nStorage=0.141 af\n0.5\n0.45\n0.4\n(cfs)\n0.35\nFlow 0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1277.5", "order": 5, "type": "caption", "bbox": { "l": 187.44, "t": 381.6, "r": 431.04, "b": 367.44 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1277.6", "order": 6, "type": "figure", "bbox": { "l": 63.12, "t": 358.32, "r": 553.44, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n92\nGrate\n91\n(feet)\nElevation\n90\n89\nCulvert\n88\n87\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1278, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 4, "counts_by_type": { "caption": 1, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1278.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.44, "r": 564.24, "b": 700.8 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 134", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1278.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738, "r": 396.24, "b": 698.64 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1278.3", "order": 3, "type": "caption", "bbox": { "l": 187.92, "t": 687.6, "r": 430.56, "b": 672.72 }, "text": "Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1278.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 666, "r": 555.12, "b": 398.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n92\nStarting Elevation\n91\n(feet)\nElevation\n90\n89\n88\nADS N-12 36\"\nField A\n87\n0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14 0.15 0.16 0.17\nStorage (acre-feet)" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 1279, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1279.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 564.48, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 135", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1279.2", "order": 2, "type": "caption", "bbox": { "l": 154.08, "t": 687.6, "r": 467.04, "b": 672.24 }, "text": "Hydrograph for Pond 2P: Subusrface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1279.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.36, "r": 325.2, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1279.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1279.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.04\n0.05\n0.07\n0.10\n0.45\n0.30\n0.26\n0.22\n0.18\n0.14\n0.11\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1279.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 166.079813, "t": 659.403539, "r": 213.194042, "b": 229.76473799999997 }, "text": "Storage (acre-feet)\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.141\n0.141\n0.141\n0.141\n0.141\n0.141\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140\n0.140", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1279.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 222.47973, "t": 659.403539, "r": 264.069701, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.55\n91.55\n91.56\n91.56\n91.56\n91.57\n91.59\n91.58\n91.58\n91.58\n91.57\n91.57\n91.57\n91.56\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1279.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 285.359664, "t": 659.403539, "r": 320.26147, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.02\n0.03\n0.05\n0.07\n0.10\n0.43\n0.30\n0.26\n0.22\n0.18\n0.14\n0.11\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1280, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p1280.1", "order": 1, "type": "header", "bbox": { "l": 357.84, "t": 739.68, "r": 564.24, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1280.2", "order": 2, "type": "header", "bbox": { "l": 464.88, "t": 738.96, "r": 563.76, "b": 699.12 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 136", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1280.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 393.36, "b": 699.36 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1280.4", "order": 4, "type": "caption", "bbox": { "l": 141.6, "t": 687.6, "r": 480, "b": 672.48 }, "text": "Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1280.5", "order": 5, "type": "table", "bbox": { "l": 57.12, "t": 662.4, "r": 283.44, "b": 58.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1280.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.05\n87.10\n87.15\n87.20\n87.25\n87.30\n87.35\n87.40\n87.45\n87.50\n87.55\n87.60\n87.65\n87.70\n87.75\n87.80\n87.85\n87.90\n87.95\n88.00\n88.05\n88.10\n88.15\n88.20\n88.25\n88.30\n88.35\n88.40\n88.45\n88.50\n88.55\n88.60\n88.65\n88.70\n88.75\n88.80\n88.85\n88.90\n88.95\n89.00\n89.05\n89.10\n89.15\n89.20\n89.25\n89.30\n89.35\n89.40\n89.45\n89.50\n89.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1280.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1280.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n89.60\n89.65\n89.70\n89.75\n89.80\n89.85\n89.90\n89.95\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1280.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.58\n0.92\n1.13\n1.30\n1.46\n1.60\n1.72\n1.84\n1.95\n2.06\n2.16\n2.26", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1280.6", "order": 10, "type": "table", "bbox": { "l": 294.48, "t": 661.92, "r": 399.36, "b": 450.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1280.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 450.56465 }, "text": "Elevation (feet)\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1280.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 450.56465 }, "text": "Primary (cfs)\n2.35\n2.44\n2.52\n2.60\n2.69\n2.76\n2.84\n2.91\n2.98\n3.05\n3.12\n3.19\n3.26\n3.32\n3.38\n3.45\n3.51", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1281, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 1, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1281.1", "order": 1, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 137", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1281.2", "order": 2, "type": "caption", "bbox": { "l": 134.16, "t": 687.6, "r": 489.12, "b": 672.72 }, "text": "Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1281.3", "order": 3, "type": "table", "bbox": { "l": 56.64, "t": 662.88, "r": 309.6, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1281.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n87.00\n87.05\n87.10\n87.15\n87.20\n87.25\n87.30\n87.35\n87.40\n87.45\n87.50\n87.55\n87.60\n87.65\n87.70\n87.75\n87.80\n87.85\n87.90\n87.95\n88.00\n88.05\n88.10\n88.15\n88.20\n88.25\n88.30\n88.35\n88.40\n88.45\n88.50\n88.55\n88.60\n88.65\n88.70\n88.75\n88.80\n88.85\n88.90\n88.95\n89.00\n89.05\n89.10\n89.15\n89.20\n89.25\n89.30\n89.35\n89.40\n89.45\n89.50\n89.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1281.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 122.159871, "t": 659.403539, "r": 168.192599, "b": 64.164805 }, "text": "Storage (acre-feet)\n0.000\n0.001\n0.002\n0.003\n0.005\n0.006\n0.007\n0.008\n0.009\n0.010\n0.011\n0.012\n0.013\n0.014\n0.015\n0.016\n0.017\n0.018\n0.020\n0.021\n0.022\n0.024\n0.026\n0.027\n0.029\n0.031\n0.033\n0.034\n0.036\n0.038\n0.040\n0.042\n0.044\n0.046\n0.047\n0.049\n0.051\n0.053\n0.055\n0.057\n0.059\n0.061\n0.063\n0.065\n0.067\n0.069\n0.071\n0.074\n0.076\n0.078\n0.080\n0.082", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1281.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 191.999923, "t": 659.403539, "r": 232.566078, "b": 64.164805 }, "text": "Elevation (feet)\n89.60\n89.65\n89.70\n89.75\n89.80\n89.85\n89.90\n89.95\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1281.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 256.679817, "t": 659.403539, "r": 302.712545, "b": 64.164805 }, "text": "Storage (acre-feet)\n0.084\n0.086\n0.088\n0.089\n0.091\n0.093\n0.095\n0.097\n0.099\n0.101\n0.103\n0.105\n0.106\n0.108\n0.110\n0.112\n0.113\n0.115\n0.116\n0.118\n0.119\n0.121\n0.122\n0.123\n0.124\n0.125\n0.126\n0.127\n0.128\n0.129\n0.130\n0.131\n0.132\n0.133\n0.134\n0.136\n0.137\n0.138\n0.139\n0.140\n0.141\n0.142\n0.143\n0.145\n0.146\n0.147\n0.148\n0.149\n0.150\n0.151\n0.153\n0.154", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 2 }, { "id": "p1281.4", "order": 8, "type": "table", "bbox": { "l": 323.52, "t": 661.68, "r": 441.12, "b": 450.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1281.4.1", "order": 9, "type": "table_cell", "bbox": { "l": 326.519869, "t": 659.403539, "r": 367.086025, "b": 450.56465 }, "text": "Elevation (feet)\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1281.4.2", "order": 10, "type": "table_cell", "bbox": { "l": 391.199763, "t": 659.403539, "r": 438.316849, "b": 450.56465 }, "text": "Storage (acre-feet)\n0.155\n0.156\n0.157\n0.158\n0.159\n0.161\n0.162\n0.163\n0.164\n0.165\n0.166\n0.167\n0.168\n0.170\n0.171\n0.172\n0.173", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1282, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 85, "counts_by_type": { "footnote": 1, "header": 1, "heading": 1, "table": 3, "table_cell": 77, "text": 2 }, "build_ms": 16, "items": [ { "id": "p1282.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 138", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1282.2", "order": 2, "type": "heading", "bbox": { "l": 161.52, "t": 687.84, "r": 461.52, "b": 672.72 }, "text": "Summary for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1282.3", "order": 3, "type": "table", "bbox": { "l": 52.32, "t": 660.96, "r": 525.36, "b": 603.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1282.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 52.32, "t": 660.96, "r": 525.36, "b": 649.488 }, "text": "Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1282.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.32, "t": 649.488, "r": 525.36, "b": 638.016 }, "text": "Inflow = 0.89 cfs @ 12.12 hrs, Volume= 3,547 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1282.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 52.32, "t": 638.016, "r": 525.36, "b": 626.544 }, "text": "Outflow = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf, Atten= 35%, Lag= 5.4 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1282.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 52.32, "t": 626.544, "r": 525.36, "b": 615.072 }, "text": "Primary = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1282.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 52.32, "t": 615.072, "r": 525.36, "b": 603.6 }, "text": "Routed to Pond 33P : INELL TRATION BASIN 2", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 } ], "reading_order": 2 }, { "id": "p1282.4", "order": 9, "type": "text", "bbox": { "l": 52.32, "t": 588.96, "r": 421.68, "b": 524.64 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.84' @ 12.22 hrs Surf. Area = 9,225 sf Storage = 975 cf\nPlug-Flow detention time = 134.8 min calculated for 3,542 cf (100% of inflow) Center-of-Mass det. time = 134.4 min (883.4 - 749.1)", "reading_order": 3 }, { "id": "p1282.5", "order": 10, "type": "table", "bbox": { "l": 51.84, "t": 516.72, "r": 557.76, "b": 238.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1282.5.1", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1282.5.2", "order": 12, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1282.5.3", "order": 13, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1282.5.4", "order": 14, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1282.5.5", "order": 15, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1282.5.6", "order": 16, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1282.5.7", "order": 17, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1282.5.8", "order": 18, "type": "table_cell", "bbox": { "l": 355.392, "t": 496.8514, "r": 557.76, "b": 476.9829 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1282.5.9", "order": 19, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1282.5.10", "order": 20, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1282.5.11", "order": 21, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1282.5.12", "order": 22, "type": "table_cell", "bbox": { "l": 355.392, "t": 476.9829, "r": 557.76, "b": 457.1143 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1282.5.13", "order": 23, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1282.5.14", "order": 24, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1282.5.15", "order": 25, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1282.5.16", "order": 26, "type": "table_cell", "bbox": { "l": 355.392, "t": 457.1143, "r": 557.76, "b": 437.2457 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1282.5.17", "order": 27, "type": "table_cell", "bbox": { "l": 51.84, "t": 437.2457, "r": 153.024, "b": 417.3771 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1282.5.18", "order": 28, "type": "table_cell", "bbox": { "l": 153.024, "t": 437.2457, "r": 254.208, "b": 417.3771 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1282.5.19", "order": 29, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1282.5.20", "order": 30, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1282.5.21", "order": 31, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1282.5.22", "order": 32, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1282.5.23", "order": 33, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1282.5.24", "order": 34, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1282.5.25", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1282.5.26", "order": 36, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1282.5.27", "order": 37, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1282.5.28", "order": 38, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1282.5.29", "order": 39, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1282.5.30", "order": 40, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1282.5.31", "order": 41, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1282.5.32", "order": 42, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1282.5.33", "order": 43, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1282.5.34", "order": 44, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1282.5.35", "order": 45, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1282.5.36", "order": 46, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1282.5.37", "order": 47, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1282.5.38", "order": 48, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1282.5.39", "order": 49, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1282.5.40", "order": 50, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1282.5.41", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1282.5.42", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1282.5.43", "order": 53, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1282.5.44", "order": 54, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1282.5.45", "order": 55, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1282.5.46", "order": 56, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1282.5.47", "order": 57, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1282.5.48", "order": 58, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1282.5.49", "order": 59, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1282.5.50", "order": 60, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "3,075", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1282.5.51", "order": 61, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1282.5.52", "order": 62, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1282.5.53", "order": 63, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1282.5.54", "order": 64, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "3,075", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p1282.5.55", "order": 65, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,538", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1282.5.56", "order": 66, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,538", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p1282.6", "order": 67, "type": "table", "bbox": { "l": 52.08, "t": 228.96, "r": 555.6, "b": 126.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1282.6.1", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1282.6.2", "order": 69, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1282.6.3", "order": 70, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1282.6.4", "order": 71, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1282.6.5", "order": 72, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1282.6.6", "order": 73, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1282.6.7", "order": 74, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1282.6.8", "order": 75, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1282.6.9", "order": 76, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1282.6.10", "order": 77, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1282.6.11", "order": 78, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1282.6.12", "order": 79, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1282.6.13", "order": 80, "type": "table_cell", "bbox": { "l": 52.08, "t": 152.46, "r": 177.96, "b": 126.96 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1282.6.14", "order": 81, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1282.6.15", "order": 82, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1282.6.16", "order": 83, "type": "table_cell", "bbox": { "l": 429.72, "t": 152.46, "r": 555.6, "b": 126.96 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p1282.7", "order": 84, "type": "text", "bbox": { "l": 52.32, "t": 121.2, "r": 493.92, "b": 69.6 }, "text": "Primary OutFlow Max=0.58 cfs @ 12.21 hrs HW=94.84' TW=94.23' (Dynamic Tailwater)\n3=Culvert (Passes 0.58 cfs of 3.43 cfs potential flow)\n1=Orifice (Orifice Controls 0.13 cfs @ 3.76 fps)\n2=Grate (Weir Controls 0.45 cfs @ 0.67 fps)", "reading_order": 6 }, { "id": "p1282.8", "order": 85, "type": "footnote", "bbox": { "l": 65.76, "t": 611.04, "r": 294.96, "b": 598.8 }, "text": "Routed to Pond 33P : INFILTRATION BASIN 2", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1283, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1283.1", "order": 1, "type": "header", "bbox": { "l": 356.64, "t": 739.44, "r": 565.44, "b": 700.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 139", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1283.2", "order": 2, "type": "header", "bbox": { "l": 48.48, "t": 737.76, "r": 408, "b": 698.4 }, "text": "Analysis - Failure NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1283.3", "order": 3, "type": "figure", "bbox": { "l": 52.08, "t": 680.4, "r": 560.16, "b": 601.44 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "children": [ { "id": "p1283.3.1", "order": 4, "type": "text", "bbox": { "l": 67.44, "t": 675.12, "r": 284.16, "b": 640.08 }, "text": "Grate\nPond 3P: PERVIOUS PAVEMENT 2B", "reading_order": 0 } ], "reading_order": 2 }, { "id": "p1283.4", "order": 5, "type": "figure", "bbox": { "l": 64.08, "t": 570.72, "r": 556.08, "b": 303.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.89 cfs Primary\n0.95\nInflow Area=8,276 sf\n0.9\n0.85\nPeak Elev=94.84'\n0.8\n0.75\nStorage=975 cf\n0.7\n0.65 0.58 cfs\n0.6\n(cfs)\n0.55\n0.5\nFlow 0.45\n0.4\n0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 1284, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1284.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 738.96, "r": 565.92, "b": 702.96 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 140", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1284.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 392.64, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1284.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 140", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1284.4", "order": 4, "type": "caption", "bbox": { "l": 200.16, "t": 687.84, "r": 419.28, "b": 673.2 }, "text": "Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1284.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 663.84, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5\nDischarge (cfs)" }, "reading_order": 4 }, { "id": "p1284.6", "order": 6, "type": "caption", "bbox": { "l": 199.68, "t": 382.08, "r": 419.52, "b": 367.44 }, "text": "Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1284.7", "order": 7, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1284.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 358.56, "r": 553.2, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1285, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p1285.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 564.96, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 141", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1285.2", "order": 2, "type": "caption", "bbox": { "l": 165.84, "t": 687.84, "r": 456.48, "b": 672.48 }, "text": "Hydrograph for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1285.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1285.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1285.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.51\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1285.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n15\n67\n103\n135\n183\n628\n815\n675\n529\n332\n185\n117\n59\n38\n28\n22\n18\n15\n13\n12\n11\n10\n9\n8\n8\n7\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1285.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.85\n93.88\n93.91\n93.95\n94.33\n94.73\n94.43\n94.23\n94.07\n93.95\n93.90\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1285.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.09\n0.07\n0.05\n0.05\n0.04\n0.03\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1286, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 6 }, "build_ms": 17, "items": [ { "id": "p1286.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.24, "r": 564.72, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 142", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1286.2", "order": 2, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 469.68, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1286.3", "order": 3, "type": "table", "bbox": { "l": 55.68, "t": 662.4, "r": 400.8, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1286.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1286.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1286.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1286.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1286.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1286.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.13\n5.15\n5.17\n5.18\n5.20\n5.22\n5.24\n5.26\n5.28\n5.30\n5.31\n5.33\n5.35\n5.37\n5.39\n5.40\n5.42\n5.44\n5.46\n5.47\n5.49\n5.51\n5.53\n5.55\n5.56\n5.58\n5.60\n5.61\n5.63\n5.65", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1287, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p1287.1", "order": 1, "type": "header", "bbox": { "l": 51.6, "t": 738, "r": 564.72, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 143", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1287.2", "order": 2, "type": "caption", "bbox": { "l": 144.72, "t": 687.84, "r": 478.56, "b": 672.72 }, "text": "Stage-Area-Storage for Pond 3P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1287.3", "order": 3, "type": "table", "bbox": { "l": 55.92, "t": 662.88, "r": 457.2, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1287.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1287.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1287.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1287.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1287.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1287.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1288, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 85, "counts_by_type": { "footnote": 1, "header": 1, "heading": 1, "table": 3, "table_cell": 77, "text": 2 }, "build_ms": 16, "items": [ { "id": "p1288.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 144", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1288.2", "order": 2, "type": "heading", "bbox": { "l": 161.76, "t": 687.84, "r": 461.52, "b": 672.96 }, "text": "Summary for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1288.3", "order": 3, "type": "table", "bbox": { "l": 52.32, "t": 660.96, "r": 525.36, "b": 603.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1288.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 52.32, "t": 660.96, "r": 525.36, "b": 649.488 }, "text": "Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 5.14\" for 10 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1288.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 52.32, "t": 649.488, "r": 525.36, "b": 638.016 }, "text": "Inflow = 0.93 cfs @ 12.12 hrs, Volume= 3,734 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1288.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 52.32, "t": 638.016, "r": 525.36, "b": 626.544 }, "text": "Outflow = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf, Atten= 28%, Lag= 4.3 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1288.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 52.32, "t": 626.544, "r": 525.36, "b": 615.072 }, "text": "Primary = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1288.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 52.32, "t": 615.072, "r": 525.36, "b": 603.6 }, "text": "Routed to Pond 8P : INEIL TRATION BASIN 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 } ], "reading_order": 2 }, { "id": "p1288.4", "order": 9, "type": "text", "bbox": { "l": 51.84, "t": 589.2, "r": 419.76, "b": 524.88 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.85' @ 12.19 hrs Surf. Area = 8,889 sf Storage = 951 cf\nPlug-Flow detention time = 94.8 min calculated for 3,729 cf (100% of inflow) Center-of-Mass det. time = 94.4 min (843.5 - 749.1)", "reading_order": 3 }, { "id": "p1288.5", "order": 10, "type": "table", "bbox": { "l": 52.08, "t": 516.72, "r": 557.52, "b": 238.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1288.5.1", "order": 11, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1288.5.2", "order": 12, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1288.5.3", "order": 13, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1288.5.4", "order": 14, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1288.5.5", "order": 15, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1288.5.6", "order": 16, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1288.5.7", "order": 17, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1288.5.8", "order": 18, "type": "table_cell", "bbox": { "l": 355.344, "t": 496.8343, "r": 557.52, "b": 476.9486 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1288.5.9", "order": 19, "type": "table_cell", "bbox": { "l": 65.999974, "t": 475.349999, "r": 77.921542, "b": 465.264204 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1288.5.10", "order": 20, "type": "table_cell", "bbox": { "l": 120.356858, "t": 475.349999, "r": 149.228066, "b": 465.264204 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1288.5.11", "order": 21, "type": "table_cell", "bbox": { "l": 205.19329, "t": 475.349999, "r": 234.396844, "b": 465.264204 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1288.5.12", "order": 22, "type": "table_cell", "bbox": { "l": 355.344, "t": 476.9486, "r": 557.52, "b": 457.0629 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1288.5.13", "order": 23, "type": "table_cell", "bbox": { "l": 65.999974, "t": 451.350008, "r": 77.921542, "b": 441.264213 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1288.5.14", "order": 24, "type": "table_cell", "bbox": { "l": 120.356858, "t": 451.350008, "r": 149.228066, "b": 441.264213 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1288.5.15", "order": 25, "type": "table_cell", "bbox": { "l": 246.12018, "t": 463.350004, "r": 284.26491, "b": 453.264209 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1288.5.16", "order": 26, "type": "table_cell", "bbox": { "l": 355.344, "t": 457.0629, "r": 557.52, "b": 437.1771 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1288.5.17", "order": 27, "type": "table_cell", "bbox": { "l": 52.08, "t": 437.1771, "r": 153.168, "b": 417.2914 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1288.5.18", "order": 28, "type": "table_cell", "bbox": { "l": 153.168, "t": 437.1771, "r": 254.256, "b": 417.2914 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1288.5.19", "order": 29, "type": "table_cell", "bbox": { "l": 196.319921, "t": 437.430014, "r": 234.464652, "b": 427.344219 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1288.5.20", "order": 30, "type": "table_cell", "bbox": { "l": 246.11895, "t": 437.430014, "r": 356.950941, "b": 427.344219 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1288.5.21", "order": 31, "type": "table_cell", "bbox": { "l": 57.360295, "t": 413.430024, "r": 101.455089, "b": 391.344233 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1288.5.22", "order": 32, "type": "table_cell", "bbox": { "l": 140.512377, "t": 413.430024, "r": 185.797183, "b": 391.344233 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1288.5.23", "order": 33, "type": "table_cell", "bbox": { "l": 227.391342, "t": 413.430024, "r": 354.572838, "b": 391.344233 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1288.5.24", "order": 34, "type": "table_cell", "bbox": { "l": 300.957621, "t": 413.430024, "r": 354.946977, "b": 329.424258 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1288.5.25", "order": 35, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1288.5.26", "order": 36, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1288.5.27", "order": 37, "type": "table_cell", "bbox": { "l": 264.23118, "t": 387.510034, "r": 270.191965, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1288.5.28", "order": 38, "type": "table_cell", "bbox": { "l": 348.709858, "t": 387.510034, "r": 354.670642, "b": 377.424239 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1288.5.29", "order": 39, "type": "table_cell", "bbox": { "l": 74.63997, "t": 375.510039, "r": 101.463499, "b": 365.424244 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1288.5.30", "order": 40, "type": "table_cell", "bbox": { "l": 159.115539, "t": 375.510039, "r": 185.939068, "b": 365.424244 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1288.5.31", "order": 41, "type": "table_cell", "bbox": { "l": 328.066676, "t": 375.510039, "r": 354.890205, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1288.5.32", "order": 42, "type": "table_cell", "bbox": { "l": 328.066676, "t": 313.590064, "r": 354.890205, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1288.5.33", "order": 43, "type": "table_cell", "bbox": { "l": 57.359973, "t": 351.510048, "r": 101.454766, "b": 329.424258 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1288.5.34", "order": 44, "type": "table_cell", "bbox": { "l": 140.512054, "t": 351.510048, "r": 185.796861, "b": 329.424258 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1288.5.35", "order": 45, "type": "table_cell", "bbox": { "l": 216.482266, "t": 351.510048, "r": 270.295801, "b": 329.424258 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1288.5.36", "order": 46, "type": "table_cell", "bbox": { "l": 300.957621, "t": 351.510048, "r": 354.946655, "b": 267.504283 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1288.5.37", "order": 47, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1288.5.38", "order": 48, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1288.5.39", "order": 49, "type": "table_cell", "bbox": { "l": 264.23118, "t": 325.590059, "r": 270.191965, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1288.5.40", "order": 50, "type": "table_cell", "bbox": { "l": 348.709858, "t": 325.590059, "r": 354.670642, "b": 315.504264 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1288.5.41", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 313.590064, "r": 101.463499, "b": 303.504269 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1288.5.42", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 313.590064, "r": 185.939068, "b": 303.504269 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1288.5.43", "order": 53, "type": "table_cell", "bbox": { "l": 243.591108, "t": 313.590064, "r": 270.414636, "b": 303.504269 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1288.5.44", "order": 54, "type": "table_cell", "bbox": { "l": 328.066676, "t": 251.67008799999996, "r": 354.890205, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1288.5.45", "order": 55, "type": "table_cell", "bbox": { "l": 57.359973, "t": 289.590073, "r": 101.454766, "b": 267.504283 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1288.5.46", "order": 56, "type": "table_cell", "bbox": { "l": 140.512054, "t": 289.590073, "r": 185.796861, "b": 267.504283 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1288.5.47", "order": 57, "type": "table_cell", "bbox": { "l": 216.482266, "t": 289.590073, "r": 270.295801, "b": 267.504283 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1288.5.48", "order": 58, "type": "table_cell", "bbox": { "l": 216.482589, "t": 401.430028, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1288.5.49", "order": 59, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1288.5.50", "order": 60, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1288.5.51", "order": 61, "type": "table_cell", "bbox": { "l": 264.23118, "t": 263.670084, "r": 270.191965, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1288.5.52", "order": 62, "type": "table_cell", "bbox": { "l": 348.709858, "t": 263.670084, "r": 354.670642, "b": 253.584289 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1288.5.53", "order": 63, "type": "table_cell", "bbox": { "l": 74.63997, "t": 251.67008799999996, "r": 101.463499, "b": 241.584293 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1288.5.54", "order": 64, "type": "table_cell", "bbox": { "l": 159.115539, "t": 251.67008799999996, "r": 185.939068, "b": 241.584293 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p1288.5.55", "order": 65, "type": "table_cell", "bbox": { "l": 243.591108, "t": 251.67008799999996, "r": 270.414636, "b": 241.584293 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1288.5.56", "order": 66, "type": "table_cell", "bbox": { "l": 243.591108, "t": 375.510039, "r": 270.414636, "b": 365.424244 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 4 }, { "id": "p1288.6", "order": 67, "type": "table", "bbox": { "l": 52.32, "t": 228.72, "r": 555.6, "b": 126.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1288.6.1", "order": 68, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 131.159638, "b": 203.664309 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1288.6.2", "order": 69, "type": "table_cell", "bbox": { "l": 98.393254, "t": 227.67009800000005, "r": 135.337251, "b": 217.58430299999998 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1288.6.3", "order": 70, "type": "table_cell", "bbox": { "l": 182.154172, "t": 227.67009800000005, "r": 208.96698, "b": 217.58430299999998 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1288.6.4", "order": 71, "type": "table_cell", "bbox": { "l": 220.674561, "t": 227.67009800000005, "r": 290.381429, "b": 217.58430299999998 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1288.6.5", "order": 72, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1288.6.6", "order": 73, "type": "table_cell", "bbox": { "l": 98.396766, "t": 201.75010799999995, "r": 140.100814, "b": 191.664313 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1288.6.7", "order": 74, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1288.6.8", "order": 75, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 357.34582, "b": 203.544309 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1288.6.9", "order": 76, "type": "table_cell", "bbox": { "l": 70.319972, "t": 201.75010799999995, "r": 82.24154, "b": 191.664313 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1288.6.10", "order": 77, "type": "table_cell", "bbox": { "l": 53.999993, "t": 227.67009800000005, "r": 86.762864, "b": 167.66432299999997 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1288.6.11", "order": 78, "type": "table_cell", "bbox": { "l": 180.350366, "t": 201.75010799999995, "r": 209.221574, "b": 191.664313 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1288.6.12", "order": 79, "type": "table_cell", "bbox": { "l": 220.680155, "t": 201.75010799999995, "r": 399.825918, "b": 191.544313 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1288.6.13", "order": 80, "type": "table_cell", "bbox": { "l": 52.32, "t": 152.4, "r": 178.14, "b": 126.96 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1288.6.14", "order": 81, "type": "table_cell", "bbox": { "l": 98.396766, "t": 177.75011800000004, "r": 135.319322, "b": 167.66432299999997 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1288.6.15", "order": 82, "type": "table_cell", "bbox": { "l": 180.353475, "t": 177.75011800000004, "r": 209.224683, "b": 167.66432299999997 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1288.6.16", "order": 83, "type": "table_cell", "bbox": { "l": 429.78, "t": 152.4, "r": 555.6, "b": 126.96 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p1288.7", "order": 84, "type": "text", "bbox": { "l": 52.08, "t": 120.96, "r": 494.16, "b": 69.6 }, "text": "Primary OutFlow Max=0.67 cfs @ 12.19 hrs HW=94.85' TW=93.58' (Dynamic Tailwater)\n3=Culvert (Passes 0.67 cfs of 4.61 cfs potential flow)\n1=Orifice (Orifice Controls 0.16 cfs @ 4.67 fps)\n2=Grate (Weir Controls 0.51 cfs @ 0.70 fps)", "reading_order": 6 }, { "id": "p1288.8", "order": 85, "type": "footnote", "bbox": { "l": 66, "t": 610.8, "r": 288.72, "b": 598.8 }, "text": "Routed to Pond 8P : INFILTRATION BASIN 3", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1289, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 3, "footnote": 1 }, "build_ms": 0, "items": [ { "id": "p1289.1", "order": 1, "type": "figure", "bbox": { "l": 52.8, "t": 738.24, "r": 565.2, "b": 698.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 145" }, "reading_order": 0 }, { "id": "p1289.2", "order": 2, "type": "figure", "bbox": { "l": 51.36, "t": 679.68, "r": 559.92, "b": 606.72 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 4P: PERVIOUS PAVEMENT Orifice 3B\nCulvert" }, "reading_order": 1 }, { "id": "p1289.3", "order": 3, "type": "caption", "bbox": { "l": 200.16, "t": 589.92, "r": 419.28, "b": 575.04 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1289.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 569.76, "r": 556.08, "b": 307.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n0.93 cfs Primary\n1\nInflow Area=8,712 sf\nPeak Elev=94.85'\nStorage=951 cf\n0.67 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "children": [ { "id": "p1289.4.1", "order": 5, "type": "caption", "bbox": { "l": 64.8, "t": 448.8, "r": 74.64, "b": 410.88 }, "text": "Flow (cfs)", "attrs": { "block_label": "figure_title" }, "reading_order": 0 } ], "reading_order": 3 }, { "id": "p1289.5", "order": 6, "type": "footnote", "bbox": { "l": 83.52, "t": 323.04, "r": 479.76, "b": 303.36 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1290, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1290.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 566.16, "b": 702 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 146", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1290.2", "order": 2, "type": "header", "bbox": { "l": 52.56, "t": 737.76, "r": 392.64, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1290.3", "order": 3, "type": "caption", "bbox": { "l": 200.16, "t": 688.08, "r": 419.04, "b": 673.2 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1290.4", "order": 4, "type": "figure", "bbox": { "l": 61.92, "t": 666.72, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p1290.5", "order": 5, "type": "caption", "bbox": { "l": 199.68, "t": 382.08, "r": 419.52, "b": 367.2 }, "text": "Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1290.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.64, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1290.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1291, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1291.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 564.96, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 147", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1291.2", "order": 2, "type": "caption", "bbox": { "l": 165.84, "t": 687.84, "r": 456.48, "b": 672.48 }, "text": "Hydrograph for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1291.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1291.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1291.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.01\n0.01\n0.02\n0.03\n0.05\n0.53\n0.05\n0.03\n0.02\n0.02\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1291.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n16\n69\n103\n135\n184\n636\n680\n428\n186\n128\n113\n102\n53\n35\n26\n20\n17\n14\n12\n11\n10\n9\n8\n8\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1291.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.58948, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n93.81\n93.86\n93.89\n93.91\n93.95\n94.40\n94.50\n94.16\n93.96\n93.91\n93.90\n93.89\n93.84\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1291.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781248, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.01\n0.01\n0.02\n0.04\n0.12\n0.09\n0.07\n0.04\n0.02\n0.02\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1292, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p1292.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.68, "r": 564.24, "b": 712.56 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1292.2", "order": 2, "type": "header", "bbox": { "l": 450.72, "t": 739.2, "r": 565.92, "b": 699.6 }, "text": "0 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 148", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1292.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.28, "r": 394.08, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1292.4", "order": 4, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 469.44, "b": 672.72 }, "text": "Stage-Discharge for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1292.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 662.4, "r": 401.04, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1292.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1292.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1292.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1292.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1292.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1292.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.20\n6.21\n6.22\n6.24\n6.25\n6.26\n6.28\n6.29\n6.30\n6.32\n6.33\n6.34\n6.36\n6.37\n6.38\n6.40\n6.41\n6.42\n6.44\n6.45\n6.46\n6.47\n6.49\n6.50\n6.51\n6.53\n6.54", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1293, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 14, "items": [ { "id": "p1293.1", "order": 1, "type": "header", "bbox": { "l": 461.52, "t": 739.44, "r": 564.24, "b": 699.6 }, "text": "/R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 149", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1293.2", "order": 2, "type": "header", "bbox": { "l": 359.52, "t": 739.2, "r": 563.28, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1293.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.76, "r": 394.56, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1293.4", "order": 4, "type": "caption", "bbox": { "l": 144.72, "t": 687.84, "r": 478.56, "b": 672.72 }, "text": "Stage-Area-Storage for Pond 4P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1293.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 456.96, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1293.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1293.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1293.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1293.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1293.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1293.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1294, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "figure": 1, "footer": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 31 }, "build_ms": 6, "items": [ { "id": "p1294.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 150", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1294.2", "order": 2, "type": "heading", "bbox": { "l": 161.76, "t": 687.84, "r": 461.28, "b": 672.96 }, "text": "Summary for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1294.3", "order": 3, "type": "table", "bbox": { "l": 50.64, "t": 670.56, "r": 560.4, "b": 162 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 5, "integrity": { "cells_checked": 28, "cells_flagged": 8, "flags": [ { "row": 2, "col": 0, "coverage": 0.54, "text": "Outflow = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf, Atten= 9…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Primary = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf" }, { "row": 4, "col": 0, "coverage": 0, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1" }, { "row": 7, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 8, "col": 0, "coverage": 0.5, "text": "#1 90.00'" }, { "row": 8, "col": 2, "coverage": 0, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)" }, { "row": 9, "col": 0, "coverage": 0, "text": "Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) C…" }, { "row": 12, "col": 0, "coverage": 0, "text": "Device Routing Invert Outlet Devices" } ] } }, "children": [ { "id": "p1294.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 50.64, "t": 670.56, "r": 560.4, "b": 649.37 }, "text": "Inflow Area = 77,967 sf, 31.84% Impervious, Inflow Depth = 1.83\" for 10 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p1294.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 50.64, "t": 649.37, "r": 560.4, "b": 628.18 }, "text": "Inflow = 3.06 cfs @ 12.10 hrs, Volume= 11,893 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 1 }, { "id": "p1294.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 50.64, "t": 628.18, "r": 560.4, "b": 606.99 }, "text": "Outflow = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf, Atten= 91%, Lag= 69.6 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 2 }, { "id": "p1294.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 50.64, "t": 606.99, "r": 560.4, "b": 585.8 }, "text": "Primary = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 3 }, { "id": "p1294.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 50.64, "t": 585.8, "r": 560.4, "b": 564.61 }, "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 4 }, { "id": "p1294.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 585.269955, "r": 506.120813, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 91.55' Surf.Area= 1,500 sf Storage= 2,325 cf\nPeak Elev= 94.67' @ 13.25 hrs Surf.Area= 1,500 sf Storage= 7,004 cf (4,679 cf above start)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1294.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 378.3 min calculated for 9,568 cf (80% of inflow)\nCenter-of-Mass det. time= 180.7 min (955.7 - 775.0 )", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1294.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 50.64, "t": 458.66, "r": 560.4, "b": 437.47 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 7 }, { "id": "p1294.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 50.64, "t": 437.47, "r": 152.592, "b": 416.28 }, "text": "#1 90.00'", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1294.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "8,250 cf", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1294.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 254.544, "t": 437.47, "r": 560.4, "b": 416.28 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 3 }, "reading_order": 10 }, { "id": "p1294.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 50.64, "t": 416.28, "r": 560.4, "b": 395.09 }, "text": "Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 11 }, { "id": "p1294.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 74.63997, "t": 437.430014, "r": 101.463499, "b": 427.344219 }, "text": "90.00", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1294.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 159.115539, "t": 425.430019, "r": 185.939068, "b": 415.344224 }, "text": "1,500", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1294.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 264.23118, "t": 437.430014, "r": 270.191965, "b": 427.344219 }, "text": "0", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1294.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 348.709858, "t": 437.430014, "r": 354.670642, "b": 427.344219 }, "text": "0", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1294.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 458.448, "t": 395.09, "r": 560.4, "b": 373.9 }, "text": "", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1294.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 74.63997, "t": 425.430019, "r": 101.463499, "b": 415.344224 }, "text": "95.50", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1294.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 159.115539, "t": 437.430014, "r": 185.939068, "b": 427.344219 }, "text": "1,500", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1294.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 328.066676, "t": 425.430019, "r": 354.890205, "b": 415.344224 }, "text": "8,250", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1294.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 243.591108, "t": 425.430019, "r": 270.414636, "b": 415.344224 }, "text": "8,250", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1294.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 458.448, "t": 373.9, "r": 560.4, "b": 352.71 }, "text": "", "attrs": { "row": 11, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1294.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 50.64, "t": 352.71, "r": 560.4, "b": 331.52 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 22 }, { "id": "p1294.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 140.100814, "b": 365.424244 }, "text": "#1 Device 3\n#2 Device 3", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1294.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 365.424244 }, "text": "91.00'\n95.00'", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 24 }, { "id": "p1294.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 365.304244 }, "text": "2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 25 }, { "id": "p1294.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "#3 Primary", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1294.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "87.48'", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1294.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert L= 28.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 87.48' / 87.00' S= 0.0171 ' / Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1294.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.29 cfs @ 13.26 hrs HW=94.67' TW=91.58' (Dynamic Tailwater)\n3=Culvert (Passes 0.29 cfs of 7.93 cfs potential flow)\n1=Orifice (Orifice Controls 0.29 cfs @ 8.46 fps)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1294.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 50.64, "t": 183.19, "r": 560.4, "b": 162 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 30 } ], "reading_order": 2 }, { "id": "p1294.4", "order": 35, "type": "figure", "bbox": { "l": 219.36, "t": 160.56, "r": 559.92, "b": 146.64 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "reading_order": 3 }, { "id": "p1294.5", "order": 36, "type": "footer", "bbox": { "l": 222.24, "t": 159.12, "r": 259.2, "b": 147.6 }, "text": "Culvert", "attrs": { "block_label": "footer" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1295, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1295.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 564.24, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1295.2", "order": 2, "type": "header", "bbox": { "l": 436.8, "t": 738.96, "r": 565.68, "b": 699.12 }, "text": "10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 151", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1295.3", "order": 3, "type": "header", "bbox": { "l": 52.32, "t": 737.52, "r": 408.72, "b": 699.12 }, "text": "Analysis - Failure NOAA 24\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1295.4", "order": 4, "type": "caption", "bbox": { "l": 200.64, "t": 688.08, "r": 418.56, "b": 672.96 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1295.5", "order": 5, "type": "figure", "bbox": { "l": 61.44, "t": 672.24, "r": 552.96, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n3.06 cfs Primary\nInflow Area=77,967 sf\n3\nPeak Elev=94.67'\nStorage=7,004 cf\n2\n(cfs)\nFlow\n1\n0.29 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1295.6", "order": 6, "type": "caption", "bbox": { "l": 200.16, "t": 381.6, "r": 419.28, "b": 367.44 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1295.7", "order": 7, "type": "caption", "bbox": { "l": 244.56, "t": 362.16, "r": 314.4, "b": 351.36 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1295.8", "order": 8, "type": "figure", "bbox": { "l": 62.16, "t": 359.52, "r": 553.92, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nInitial Tailwater\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1296, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1296.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 564, "b": 711.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1296.2", "order": 2, "type": "header", "bbox": { "l": 444.24, "t": 738.48, "r": 565.44, "b": 699.12 }, "text": "10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 152", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1296.3", "order": 3, "type": "header", "bbox": { "l": 52.32, "t": 737.28, "r": 403.44, "b": 699.12 }, "text": "Analysis - Failure NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1296.4", "order": 4, "type": "caption", "bbox": { "l": 201.12, "t": 687.6, "r": 418.8, "b": 673.2 }, "text": "Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1296.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1296.6", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 658.56, "r": 553.2, "b": 398.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\nStarting Elevation\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1297, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1297.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 153", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1297.2", "order": 2, "type": "caption", "bbox": { "l": 166.08, "t": 687.6, "r": 457.2, "b": 672.48 }, "text": "Hydrograph for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1297.3", "order": 3, "type": "table", "bbox": { "l": 53.52, "t": 663.6, "r": 330.24, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1297.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1297.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.04\n0.05\n0.08\n0.14\n1.83\n0.20\n0.11\n0.08\n0.07\n0.06\n0.05\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1297.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n2,325\n2,344\n2,389\n2,436\n2,532\n2,751\n4,678\n6,852\n5,950\n4,959\n4,080\n3,419\n2,952\n2,443\n2,326\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325\n2,325", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1297.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n91.55\n91.56\n91.59\n91.62\n91.69\n91.83\n93.12\n94.57\n93.97\n93.31\n92.72\n92.28\n91.97\n91.63\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55\n91.55", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1297.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.01\n0.03\n0.04\n0.06\n0.09\n0.20\n0.28\n0.25\n0.22\n0.18\n0.14\n0.10\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1298, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "header": 3, "heading": 1, "table": 2, "table_cell": 6 }, "build_ms": 10, "items": [ { "id": "p1298.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.68, "r": 564.24, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1298.2", "order": 2, "type": "header", "bbox": { "l": 458.88, "t": 738.96, "r": 564.48, "b": 699.36 }, "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 154", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1298.3", "order": 3, "type": "header", "bbox": { "l": 49.92, "t": 737.52, "r": 393.84, "b": 699.36 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1298.4", "order": 4, "type": "heading", "bbox": { "l": 153.6, "t": 687.84, "r": 470.16, "b": 672.72 }, "text": "Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1298.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 284.88, "b": 58.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1298.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1298.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.04\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1298.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1298.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.89\n1.96\n3.35", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1298.6", "order": 10, "type": "table", "bbox": { "l": 294.48, "t": 661.68, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1298.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1298.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 560.964606 }, "text": "Primary (cfs)\n4.99\n6.86\n8.74\n8.80\n8.86\n8.92\n8.97", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1299, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 1, "table": 2, "table_cell": 6 }, "build_ms": 8, "items": [ { "id": "p1299.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 565.44, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 155", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1299.2", "order": 2, "type": "caption", "bbox": { "l": 146.4, "t": 687.6, "r": 479.04, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1299.3", "order": 3, "type": "table", "bbox": { "l": 57.479977, "t": 660.72, "r": 256.8, "b": 61.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1299.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1299.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1299.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 2 }, { "id": "p1299.4", "order": 7, "type": "table", "bbox": { "l": 267.6, "t": 662.4, "r": 469.44, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1299.4.1", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1299.4.2", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1299.4.3", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1300, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 32, "text": 2 }, "build_ms": 7, "items": [ { "id": "p1300.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 563.76, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 156", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1300.2", "order": 2, "type": "heading", "bbox": { "l": 169.44, "t": 687.84, "r": 452.88, "b": 672.96 }, "text": "Summary for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1300.3", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 670.32, "r": 548.64, "b": 520.32 }, "text": "Inflow Area = 22,431 sf, 16.50% Impervious, Inflow Depth = 1.08\" for 10 YR-C event\nInflow = 0.48 cfs @ 12.09 hrs, Volume= 2,028 cf\nOutflow = 0.48 cfs @ 12.09 hrs, Volume= 1,981 cf, Atten= 0%, Lag= 0.0 min\nPrimary = 0.48 cfs @ 12.09 hrs, Volume= 1,981 cf\nRouted to Pond 33P : INFILTRATION BASIN 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nPeak Elev= 95.54' @ 12.09 hrs Surf.Area= 240 sf Storage= 178 cf\n\nPlug-Flow detention time= 40.9 min calculated for 1,981 cf (98% of inflow)\nCenter-of-Mass det. time= 26.5 min ( 829.5 - 803.1 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1300.4", "order": 4, "type": "table", "bbox": { "l": 50.64, "t": 515.28, "r": 559.92, "b": 162.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1300.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1300.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1300.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1300.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1300.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1300.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1300.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 205.19329, "t": 499.349989, "r": 234.396844, "b": 489.264194 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1300.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1300.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1300.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1300.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.877852, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1300.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.572767, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1300.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1300.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1300.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1300.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1300.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1300.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1300.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1300.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1300.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 357.34582, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1300.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 366.002933, "t": 387.510034, "r": 520.31863, "b": 377.424239 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1300.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1300.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1300.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1300.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1300.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 50.64, "t": 250.86, "r": 152.496, "b": 221.48 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1300.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.400813, "r": 93.925056, "b": 281.304277 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1300.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "91.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1300.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 30.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1300.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 68.400682, "t": 351.510048, "r": 322.933391, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.48 cfs @ 12.09 hrs HW=95.54' TW=94.10' (Dynamic Tailwater)\\n3=Culvert (Passes 0.48 cfs of 5.33 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.83 fps)\\n2=Grate (Weir Controls 0.35 cfs @ 0.62 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1300.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 50.64, "t": 192.1, "r": 559.92, "b": 162.72 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 31 } ], "reading_order": 3 }, { "id": "p1300.5", "order": 37, "type": "figure", "bbox": { "l": 125.28, "t": 168.96, "r": 559.2, "b": 145.44 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1300.5.1", "order": 38, "type": "text", "bbox": { "l": 128.16, "t": 159.12, "r": 165.12, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1301, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 3, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1301.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 708.24 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1301.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 392.64, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1301.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 559.92, "b": 698.88 }, "text": "Page 157", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1301.4", "order": 4, "type": "caption", "bbox": { "l": 208.32, "t": 688.08, "r": 410.4, "b": 672.96 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1301.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 669.12, "r": 553.68, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.48 cfs Primary\n0.48 cfs\nInflow Area=22,431 sf\n0.5\nPeak Elev=95.54'\n0.45\n0.4\nStorage=178 cf\n0.35\n(cfs)\n0.3\nFlow\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1301.6", "order": 6, "type": "caption", "bbox": { "l": 207.6, "t": 381.6, "r": 411.12, "b": 367.68 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1301.7", "order": 7, "type": "caption", "bbox": { "l": 244.08, "t": 361.92, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p1301.8", "order": 8, "type": "figure", "bbox": { "l": 61.92, "t": 358.8, "r": 552.24, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1302, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1302.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.72, "r": 564, "b": 707.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1302.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 737.76, "r": 393.84, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1302.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.68, "b": 698.88 }, "text": "Page 158", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1302.4", "order": 4, "type": "caption", "bbox": { "l": 208.32, "t": 687.84, "r": 410.64, "b": 672.96 }, "text": "Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1302.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1302.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 666, "r": 552.96, "b": 398.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1303, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1303.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.24, "r": 564.72, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 159", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1303.2", "order": 2, "type": "caption", "bbox": { "l": 173.52, "t": 687.84, "r": 449.52, "b": 672.48 }, "text": "Hydrograph for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1303.3", "order": 3, "type": "table", "bbox": { "l": 53.04, "t": 663.6, "r": 330.96, "b": 227.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1303.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1303.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.29\n0.04\n0.02\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1303.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408366, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n8\n40\n55\n57\n61\n174\n68\n62\n60\n58\n58\n57\n48\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47\n47", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1303.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.591058, "b": 229.76473799999997 }, "text": "Elevation (feet)\n94.30\n94.42\n94.75\n94.86\n94.88\n94.91\n95.52\n94.96\n94.92\n94.90\n94.89\n94.89\n94.88\n94.81\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80\n94.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1303.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.782826, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.29\n0.04\n0.02\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1304, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 36, "counts_by_type": { "caption": 1, "header": 1, "table": 2, "table_cell": 32 }, "build_ms": 25, "items": [ { "id": "p1304.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 564.72, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 160", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1304.2", "order": 2, "type": "caption", "bbox": { "l": 160.56, "t": 687.84, "r": 462, "b": 672.72 }, "text": "Stage-Discharge for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1304.3", "order": 3, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 405.6, "b": 54.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p1304.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1304.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1304.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1304.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1304.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1304.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.45\n6.47\n6.48\n6.50", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1304.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.75\n94.76\n94.77\n94.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1304.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1304.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.27\n95.28\n95.29\n95.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1304.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1304.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.79\n95.80\n95.81\n95.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1304.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "6.52\n6.53\n6.55\n6.56", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1304.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1304.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1304.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1304.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1304.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1304.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "6.58", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1304.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1304.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1304.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1304.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1304.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1304.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "6.59", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1304.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1304.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1304.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1304.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1304.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1304.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "6.61", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 2 }, { "id": "p1304.4", "order": 34, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1304.4.1", "order": 35, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1304.4.2", "order": 36, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n6.62\n6.64\n6.65\n6.67\n6.68\n6.70\n6.71\n6.73\n6.74\n6.75\n6.77\n6.78\n6.80\n6.81\n6.83", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1305, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p1305.1", "order": 1, "type": "header", "bbox": { "l": 365.76, "t": 739.2, "r": 560.16, "b": 702.48 }, "text": "IOAA 24-hr D 10 YR-C Rainfall=5.38'\nPrinted 12/19/2025\ns LLC Page 161", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1305.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 394.56, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1305.3", "order": 3, "type": "caption", "bbox": { "l": 152.88, "t": 687.84, "r": 470.88, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 7P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1305.4", "order": 4, "type": "table", "bbox": { "l": 54.72, "t": 667.2, "r": 468.96, "b": 62.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1305.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1305.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1305.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1305.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1305.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1305.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1306, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "header": 1, "heading": 1, "table": 1, "table_cell": 21 }, "build_ms": 5, "items": [ { "id": "p1306.1", "order": 1, "type": "header", "bbox": { "l": 51.12, "t": 738.96, "r": 563.04, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 162", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1306.2", "order": 2, "type": "heading", "bbox": { "l": 169.2, "t": 688.08, "r": 453.12, "b": 672.48 }, "text": "Summary for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1306.3", "order": 3, "type": "table", "bbox": { "l": 48.96, "t": 663.6, "r": 561.12, "b": 146.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 5, "integrity": { "cells_checked": 21, "cells_flagged": 13, "flags": [ { "row": 2, "col": 0, "coverage": 0.54, "text": "Outflow = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf, Atten= 79…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Primary = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf" }, { "row": 7, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 8, "col": 0, "coverage": 0, "text": "#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed belo…" }, { "row": 9, "col": 0, "coverage": 0, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cub…" }, { "row": 10, "col": 0, "coverage": 0, "text": "90.75 1,150 0 0" }, { "row": 11, "col": 0, "coverage": 0, "text": "95.00 1,150 4,888 4,888" }, { "row": 12, "col": 0, "coverage": 0.2, "text": "Device Routing Invert Outlet Devices" }, { "row": 13, "col": 0, "coverage": 0.13, "text": "#1 Device 3 92.75' 2.5\" Vert. Orifice C= 0.600 Limited to w…" }, { "row": 14, "col": 0, "coverage": 0, "text": "#2 Device 3 94.50' 48.0\" x 48.0\" Horiz. Grate C= 0.600" }, { "row": 15, "col": 0, "coverage": 0, "text": "#3 Primary 92.75' 12.0\" Round Culvert L= 7.0' RCP, groove e…" }, { "row": 17, "col": 0, "coverage": 0, "text": "Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.…" } ] } }, "children": [ { "id": "p1306.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 48.96, "t": 663.6, "r": 561.12, "b": 644.4533 }, "text": "Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth = 1.83\" for 10 YR-C event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p1306.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 48.96, "t": 644.4533, "r": 561.12, "b": 625.3067 }, "text": "Inflow = 0.93 cfs @ 12.19 hrs, Volume= 6,708 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 1 }, { "id": "p1306.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 48.96, "t": 625.3067, "r": 561.12, "b": 606.16 }, "text": "Outflow = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf, Atten= 79%, Lag= 84.8 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 2 }, { "id": "p1306.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 48.96, "t": 606.16, "r": 561.12, "b": 587.0133 }, "text": "Primary = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 3 }, { "id": "p1306.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 68.901939, "t": 609.269945, "r": 199.417382, "b": 599.18415 }, "text": "Routed to Link 34L : POA 3", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1306.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 585.269955, "r": 506.120813, "b": 551.18417 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 92.75' Surf.Area= 1,150 sf Storage= 2,300 cf\nPeak Elev= 94.21' @ 13.60 hrs Surf.Area= 1,150 sf Storage= 3,979 cf (1,679 cf above start)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1306.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 537.269974, "r": 409.042457, "b": 515.184184 }, "text": "Plug-Flow detention time= 398.3 min calculated for 4,402 cf (66% of inflow)\nCenter-of-Mass det. time= 118.3 min ( 972.4 - 854.1 )", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1306.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 48.96, "t": 472.1333, "r": 561.12, "b": 452.9867 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 7 }, { "id": "p1306.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 48.96, "t": 452.9867, "r": 561.12, "b": 433.84 }, "text": "#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed below (Recalc)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 8 }, { "id": "p1306.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 48.96, "t": 433.84, "r": 561.12, "b": 414.6933 }, "text": "Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 9 }, { "id": "p1306.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 48.96, "t": 414.6933, "r": 561.12, "b": 395.5467 }, "text": "90.75 1,150 0 0", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 10 }, { "id": "p1306.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 48.96, "t": 395.5467, "r": 561.12, "b": 376.4 }, "text": "95.00 1,150 4,888 4,888", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 11 }, { "id": "p1306.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 48.96, "t": 376.4, "r": 561.12, "b": 357.2533 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 12 }, { "id": "p1306.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 48.96, "t": 357.2533, "r": 561.12, "b": 338.1067 }, "text": "#1 Device 3 92.75' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 13 }, { "id": "p1306.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 48.96, "t": 338.1067, "r": 561.12, "b": 318.96 }, "text": "#2 Device 3 94.50' 48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 14 }, { "id": "p1306.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 48.96, "t": 318.96, "r": 561.12, "b": 299.8133 }, "text": "#3 Primary 92.75' 12.0\" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 15 }, { "id": "p1306.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 220.680155, "t": 327.510058, "r": 509.362546, "b": 317.424263 }, "text": "Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1306.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 48.96, "t": 280.6667, "r": 561.12, "b": 261.52 }, "text": "Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 17 }, { "id": "p1306.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 48.96, "t": 261.52, "r": 561.12, "b": 242.3733 }, "text": "Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 18 }, { "id": "p1306.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 484.044867, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.19 cfs @ 13.60 hrs HW=94.21' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.19 cfs of 4.01 cfs potential flow)\n1=Orifice (Orifice Controls 0.19 cfs @ 5.61 fps)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p1306.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 73.200421, "t": 198.28085099999998, "r": 242.364474, "b": 188.18431499999997 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 20 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1307, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1307.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 708.96 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1307.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 393.12, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1307.3", "order": 3, "type": "text", "bbox": { "l": 510.72, "t": 711.12, "r": 559.92, "b": 699.12 }, "text": "Page 163", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1307.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 688.08, "r": 410.4, "b": 672.72 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1307.5", "order": 5, "type": "figure", "bbox": { "l": 61.68, "t": 676.32, "r": 553.2, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.93 cfs Primary\n1\nInflow Area=43,883 sf\nPeak Elev=94.21'\nStorage=3,979 cf\n(cfs)\nFlow\n0.19 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1307.6", "order": 6, "type": "caption", "bbox": { "l": 208.08, "t": 381.84, "r": 410.88, "b": 367.68 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1307.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 360.72, "r": 552, "b": 95.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n94\n(feet)\n93\nElevation\nOrifice + Culvert\n92\n91\n0 1 2 3 4 5 6\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1308, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1308.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.2, "r": 564, "b": 710.64 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1308.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.76, "r": 387.36, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1308.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.44, "b": 699.12 }, "text": "Page 164", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1308.4", "order": 4, "type": "caption", "bbox": { "l": 209.04, "t": 687.84, "r": 410.64, "b": 672.96 }, "text": "Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1308.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.4, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1308.6", "order": 6, "type": "figure", "bbox": { "l": 60.72, "t": 664.08, "r": 554.88, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 Surface\nStorage\n95\n94\n(feet)\n93\nElevation\nStarting Elevation\n92\n91 Custom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1309, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 8, "items": [ { "id": "p1309.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 738.48, "r": 564.96, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 165", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1309.2", "order": 2, "type": "caption", "bbox": { "l": 173.76, "t": 687.84, "r": 448.56, "b": 672.48 }, "text": "Hydrograph for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1309.3", "order": 3, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.96, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1309.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1309.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.04\n0.06\n0.23\n0.17\n0.13\n0.06\n0.04\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1309.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n2,300\n2,300\n2,320\n2,378\n2,456\n2,524\n2,837\n3,964\n3,710\n3,282\n2,797\n2,552\n2,476\n2,397\n2,360\n2,343\n2,333\n2,327\n2,323\n2,320\n2,318\n2,316\n2,314\n2,313\n2,312\n2,311\n2,310\n2,310\n2,309\n2,309\n2,308\n2,308\n2,307\n2,307\n2,307\n2,306\n2,306", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1309.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n92.75\n92.75\n92.77\n92.82\n92.89\n92.94\n93.22\n94.20\n93.98\n93.60\n93.18\n92.97\n92.90\n92.83\n92.80\n92.79\n92.78\n92.77\n92.77\n92.77\n92.77\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76\n92.76", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1309.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.03\n0.05\n0.10\n0.19\n0.17\n0.14\n0.09\n0.06\n0.04\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1310, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "header": 1, "heading": 1, "table": 1, "table_cell": 4 }, "build_ms": 7, "items": [ { "id": "p1310.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738.24, "r": 565.44, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 166", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1310.2", "order": 2, "type": "heading", "bbox": { "l": 161.28, "t": 687.84, "r": 461.28, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1310.3", "order": 3, "type": "table", "bbox": { "l": 56.4, "t": 659.403539, "r": 281.04, "b": 58.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1310.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1310.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1310.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1310.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.993111, "b": 262.884725 }, "text": "Primary (cfs)\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20\n0.20\n0.20\n0.21\n0.21\n0.80\n1.87\n3.26\n4.90\n5.61\n5.74\n5.86\n5.98\n6.10\n6.22", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1311, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 15, "items": [ { "id": "p1311.1", "order": 1, "type": "text", "bbox": { "l": 52.56, "t": 738.24, "r": 565.44, "b": 698.16 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 167", "reading_order": 0 }, { "id": "p1311.2", "order": 2, "type": "caption", "bbox": { "l": 152.64, "t": 687.84, "r": 470.16, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1311.3", "order": 3, "type": "table", "bbox": { "l": 55.68, "t": 664.32, "r": 469.2, "b": 61.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1311.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1311.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1311.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n57\n115\n173\n230\n288\n345\n402\n460\n518\n575\n632\n690\n748\n805\n863\n920\n977\n1,035\n1,093\n1,150\n1,207\n1,265\n1,323\n1,380\n1,438\n1,495\n1,552\n1,610\n1,668\n1,725\n1,782\n1,840\n1,898\n1,955\n2,013\n2,070\n2,127\n2,185\n2,243\n2,300\n2,357\n2,415\n2,473\n2,530\n2,588\n2,645\n2,702\n2,760\n2,818\n2,875\n2,932", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1311.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1311.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 262.884725 }, "text": "Surface (sq-ft)\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150\n1,150", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1311.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 262.884725 }, "text": "Storage (cubic-feet)\n2,990\n3,048\n3,105\n3,163\n3,220\n3,277\n3,335\n3,393\n3,450\n3,507\n3,565\n3,623\n3,680\n3,738\n3,795\n3,852\n3,910\n3,968\n4,025\n4,082\n4,140\n4,198\n4,255\n4,313\n4,370\n4,427\n4,485\n4,543\n4,600\n4,657\n4,715\n4,773\n4,830\n4,888", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1312, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "footnote": 1, "header": 1, "heading": 1, "table": 3, "table_cell": 32, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1312.1", "order": 1, "type": "header", "bbox": { "l": 52.56, "t": 738, "r": 563.52, "b": 698.64 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 168", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1312.2", "order": 2, "type": "heading", "bbox": { "l": 166.56, "t": 687.84, "r": 456.24, "b": 672.72 }, "text": "Summary for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1312.3", "order": 3, "type": "text", "bbox": { "l": 52.56, "t": 663.12, "r": 537.36, "b": 514.56 }, "text": "Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth = 2.16\" for 10 YR-C event\nInflow = 0.74 cfs @ 12.20 hrs, Volume= 5,524 cf\nOutflow = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf, Atten= 80%, Lag= 68.2 min\nPrimary = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf\nRouted to Link 33L : POA 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 93.65' Surf.Area= 1,442 sf Storage= 1,902 cf\nPeak Elev= 94.58' @ 13.34 hrs Surf.Area= 1,989 sf Storage= 3,488 cf (1,587 cf above start)\n\nPlug-Flow detention time= 454.0 min calculated for 3,613 cf (65% of inflow)\nCenter-of-Mass det. time= 139.5 min (1,003.6 - 864.1)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1312.4", "order": 4, "type": "table", "bbox": { "l": 52.56, "t": 503.76, "r": 558.72, "b": 375.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p1312.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 501.269988, "r": 90.343609, "b": 491.184194 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1312.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 501.269988, "r": 148.966313, "b": 491.184194 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1312.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 501.269988, "r": 234.750681, "b": 491.184194 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1312.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 501.269988, "r": 340.245733, "b": 491.184194 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1312.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1312.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "91.65'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1312.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 196.313222, "t": 487.349994, "r": 234.457953, "b": 477.264199 }, "text": "4,378 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1312.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 246.12018, "t": 487.240735, "r": 402.794461, "b": 477.144199 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1312.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 401.140595, "t": 487.349994, "r": 503.073966, "b": 477.264199 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1312.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 57.360224, "t": 463.350004, "r": 101.463499, "b": 379.344238 }, "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1312.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 140.512306, "t": 463.350004, "r": 185.939068, "b": 379.344238 }, "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1312.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 227.391271, "t": 463.350004, "r": 354.82856, "b": 379.344238 }, "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1312.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 216.482518, "t": 463.350004, "r": 354.946907, "b": 379.344238 }, "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 } ], "reading_order": 3 }, { "id": "p1312.5", "order": 18, "type": "table", "bbox": { "l": 52.08, "t": 367.2, "r": 555.84, "b": 266.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.08, "text": "12.0\" Round Culvert L = 17.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1312.5.1", "order": 19, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 131.159638, "b": 341.424253 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1312.5.2", "order": 20, "type": "table_cell", "bbox": { "l": 98.393254, "t": 365.430043, "r": 135.337251, "b": 355.344248 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1312.5.3", "order": 21, "type": "table_cell", "bbox": { "l": 182.154172, "t": 365.430043, "r": 208.96698, "b": 355.344248 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1312.5.4", "order": 22, "type": "table_cell", "bbox": { "l": 220.674561, "t": 365.430043, "r": 290.381429, "b": 355.344248 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1312.5.5", "order": 23, "type": "table_cell", "bbox": { "l": 70.319972, "t": 351.510048, "r": 82.24154, "b": 341.424253 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1312.5.6", "order": 24, "type": "table_cell", "bbox": { "l": 98.396766, "t": 339.510053, "r": 140.100814, "b": 329.424258 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1312.5.7", "order": 25, "type": "table_cell", "bbox": { "l": 180.350366, "t": 351.510048, "r": 209.221574, "b": 341.424253 }, "text": "93.65'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1312.5.8", "order": 26, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.510048, "r": 357.34582, "b": 341.304253 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1312.5.9", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 339.510053, "r": 82.24154, "b": 329.424258 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1312.5.10", "order": 28, "type": "table_cell", "bbox": { "l": 53.999993, "t": 365.430043, "r": 86.762864, "b": 305.424268 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1312.5.11", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 339.510053, "r": 209.221574, "b": 329.424258 }, "text": "94.70'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1312.5.12", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 339.510053, "r": 399.825918, "b": 329.304258 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1312.5.13", "order": 31, "type": "table_cell", "bbox": { "l": 52.08, "t": 291.42, "r": 178.02, "b": 266.16 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1312.5.14", "order": 32, "type": "table_cell", "bbox": { "l": 98.396766, "t": 315.510063, "r": 135.319322, "b": 305.424268 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1312.5.15", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 315.510063, "r": 209.224683, "b": 305.424268 }, "text": "93.65'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1312.5.16", "order": 34, "type": "table_cell", "bbox": { "l": 429.9, "t": 291.42, "r": 555.84, "b": 266.16 }, "text": "12.0\" Round Culvert L = 17.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 93.65'/93.50' $ S = 0.0088'/' Cc = 0.900n=0.012 Concrete pipe, finished, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 4 }, { "id": "p1312.6", "order": 35, "type": "table", "bbox": { "l": 52.8, "t": 189.12, "r": 559.92, "b": 109.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 1, "flags": [ { "row": 1, "col": 0, "coverage": 0, "text": "Quiffect" } ] } }, "children": [ { "id": "p1312.6.1", "order": 36, "type": "table_cell", "bbox": { "l": 73.20001, "t": 162.28086499999995, "r": 248.324848, "b": 152.18432900000005 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1312.6.2", "order": 37, "type": "table_cell", "bbox": { "l": 318.119873, "t": 181.11011699999995, "r": 344.932681, "b": 171.02432199999998 }, "text": "Grate", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p1312.6.3", "order": 38, "type": "table_cell", "bbox": { "l": 306.36, "t": 149.28, "r": 559.92, "b": 109.44 }, "text": "Quiffect", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 2 } ], "reading_order": 5 }, { "id": "p1312.7", "order": 39, "type": "footnote", "bbox": { "l": 51.84, "t": 257.76, "r": 486.48, "b": 207.84 }, "text": "Primary OutFlow Max=0.15 cfs @ 13.34 hrs HW=94.58' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.15 cfs of 2.32 cfs potential flow)\n1=Orifice (Orifice Controls 0.15 cfs @ 4.38 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1313, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1313.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 566.16, "b": 702 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 169", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1313.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 401.28, "b": 699.12 }, "text": "Analysis - Failure NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1313.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 688.08, "r": 414, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1313.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 670.08, "r": 553.44, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.74 cfs Primary\n0.8\n0.75 Inflow Area=30,707 sf\n0.7\n0.65 Peak Elev=94.58'\nStorage=3,488 cf\n0.6\n0.55\n0.5\n(cfs) 0.45\n0.4\nFlow 0.35\n0.3\n0.25\n0.2 0.15 cfs\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1313.5", "order": 5, "type": "caption", "bbox": { "l": 204.96, "t": 381.6, "r": 414.72, "b": 367.68 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1313.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 359.76, "r": 552.24, "b": 96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n94\nOrifice + Culvert\n(feet)\nElevation 93\n92\n0 1 2 3\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1314, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1314.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 739.2, "r": 564, "b": 702.96 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 170", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1314.2", "order": 2, "type": "header", "bbox": { "l": 53.04, "t": 737.76, "r": 398.88, "b": 698.64 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1314.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.92, "b": 698.88 }, "text": "Page 170", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1314.4", "order": 4, "type": "caption", "bbox": { "l": 205.68, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1314.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1314.6", "order": 6, "type": "figure", "bbox": { "l": 61.92, "t": 664.08, "r": 552.24, "b": 399.84 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 Surface\nStorage\n95\n94\nStarting Elevation\n(feet)\nElevation\n93\n92\nCustom Stage Data\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1315, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 18, "counts_by_type": { "caption": 1, "form_field": 1, "table": 2, "table_cell": 14 }, "build_ms": 9, "items": [ { "id": "p1315.1", "order": 1, "type": "table", "bbox": { "l": 52.32, "t": 738.24, "r": 564.72, "b": 698.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "cells_checked": 8, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0.36, "text": "HydroCAD $ ^{\\textregistered} $ 10.20-8a s/n 13637 ○ledR 20…" } ] } }, "children": [ { "id": "p1315.1.1", "order": 2, "type": "table_cell", 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"type": "form_field", "bbox": { "l": 145.98, "t": 712, "r": 157.98, "b": 700 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p1315.1.7", "text_offset": 51, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 6 }, { "id": "p1315.1.8", "order": 10, "type": "table_cell", "bbox": { "l": 512.639795, "t": 709.229905, "r": 558.535689, "b": 699.14411 }, "text": "Page 171", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1315.1.9", "order": 11, "type": "table_cell", "bbox": { "l": 393.92, "t": 712, "r": 564.72, "b": 698.88 }, "text": "", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 0 }, { "id": "p1315.2", "order": 12, "type": "caption", "bbox": { "l": 170.4, "t": 687.84, "r": 452.16, "b": 672.48 }, "text": "Hydrograph for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1315.3", "order": 13, "type": "table", "bbox": { "l": 53.52, "t": 663.6, "r": 330.24, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1315.3.1", "order": 14, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1315.3.2", "order": 15, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793171, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.01\n0.02\n0.03\n0.05\n0.38\n0.11\n0.07\n0.06\n0.06\n0.04\n0.03\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1315.3.3", "order": 16, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.714018, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n1,902\n1,902\n1,919\n1,997\n2,071\n2,145\n2,461\n3,431\n3,054\n2,688\n2,452\n2,281\n2,150\n2,036\n1,987\n1,963\n1,949\n1,941\n1,934\n1,930\n1,927\n1,924\n1,922\n1,920\n1,919\n1,917\n1,916\n1,915\n1,914\n1,914\n1,913\n1,912\n1,912\n1,911\n1,911\n1,911\n1,910", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1315.3.4", "order": 17, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.589677, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.65\n93.65\n93.66\n93.72\n93.77\n93.81\n94.01\n94.55\n94.35\n94.15\n94.01\n93.90\n93.82\n93.74\n93.71\n93.69\n93.68\n93.68\n93.67\n93.67\n93.67\n93.67\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66\n93.66", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1315.3.5", "order": 18, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.781446, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.02\n0.04\n0.08\n0.15\n0.13\n0.10\n0.08\n0.06\n0.04\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1316, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 45, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 38, "text": 1 }, "build_ms": 26, "items": [ { "id": "p1316.1", "order": 1, "type": "header", "bbox": { "l": 358.56, "t": 738.96, "r": 564.24, "b": 725.76 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1316.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 393.84, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1316.3", "order": 3, "type": "header", "bbox": { "l": 463.44, "t": 724.32, "r": 561.84, "b": 712.32 }, "text": "Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1316.4", "order": 4, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 172", "attrs": { "block_label": "number" }, "reading_order": 3 }, { "id": "p1316.5", "order": 5, "type": "caption", "bbox": { "l": 157.44, "t": 687.84, "r": 465.6, "b": 672.72 }, "text": "Stage-Discharge for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1316.6", "order": 6, "type": "table", "bbox": { "l": 56.16, "t": 662.4, "r": 405.6, "b": 55.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 36, "cells_flagged": 0 } }, "children": [ { "id": "p1316.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 130.40477799999996 }, "text": "Elevation (feet)\n91.65\n91.67\n91.69\n91.71\n91.73\n91.75\n91.77\n91.79\n91.81\n91.83\n91.85\n91.87\n91.89\n91.91\n91.93\n91.95\n91.97\n91.99\n92.01\n92.03\n92.05\n92.07\n92.09\n92.11\n92.13\n92.15\n92.17\n92.19\n92.21\n92.23\n92.25\n92.27\n92.29\n92.31\n92.33\n92.35\n92.37\n92.39\n92.41\n92.43\n92.45\n92.47\n92.49\n92.51\n92.53\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1316.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1316.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 130.40477799999996 }, "text": "Elevation (feet)\n92.69\n92.71\n92.73\n92.75\n92.77\n92.79\n92.81\n92.83\n92.85\n92.87\n92.89\n92.91\n92.93\n92.95\n92.97\n92.99\n93.01\n93.03\n93.05\n93.07\n93.09\n93.11\n93.13\n93.15\n93.17\n93.19\n93.21\n93.23\n93.25\n93.27\n93.29\n93.31\n93.33\n93.35\n93.37\n93.39\n93.41\n93.43\n93.45\n93.47\n93.49\n93.51\n93.53\n93.55\n93.57\n93.59", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1316.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1316.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 130.40477799999996 }, "text": "Elevation (feet)\n93.73\n93.75\n93.77\n93.79\n93.81\n93.83\n93.85\n93.87\n93.89\n93.91\n93.93\n93.95\n93.97\n93.99\n94.01\n94.03\n94.05\n94.07\n94.09\n94.11\n94.13\n94.15\n94.17\n94.19\n94.21\n94.23\n94.25\n94.27\n94.29\n94.31\n94.33\n94.35\n94.37\n94.39\n94.41\n94.43\n94.45\n94.47\n94.49\n94.51\n94.53\n94.55\n94.57\n94.59\n94.61\n94.63", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1316.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.01\n0.02\n0.02\n0.03\n0.04\n0.05\n0.05\n0.06\n0.06\n0.06\n0.07\n0.07\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1316.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 73.319971, "t": 128.64375199999995, "r": 97.996975, "b": 108.32478700000001 }, "text": "92.57\n92.59", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1316.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 135.235581, "t": 117.60375599999998, "r": 154.428807, "b": 97.28479100000004 }, "text": "0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1316.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 194.039922, "t": 128.64375199999995, "r": 218.716927, "b": 108.32478700000001 }, "text": "93.61\n93.63", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1316.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 255.955533, "t": 117.60375599999998, "r": 275.148759, "b": 97.28479100000004 }, "text": "0.00\n0.00", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1316.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 314.759874, "t": 128.64375199999995, "r": 339.436879, "b": 108.32478700000001 }, "text": "94.65\n94.67", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1316.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 376.675485, "t": 117.60375599999998, "r": 395.868711, "b": 97.28479100000004 }, "text": "0.16\n0.16", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1316.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 73.319971, "t": 106.56376, "r": 97.996975, "b": 97.28479100000004 }, "text": "92.61", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1316.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 135.235581, "t": 95.52376500000003, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1316.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 194.039922, "t": 106.56376, "r": 218.716927, "b": 97.28479100000004 }, "text": "93.65", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1316.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 255.955533, "t": 95.52376500000003, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1316.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 314.759874, "t": 106.56376, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.69", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1316.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 376.675485, "t": 128.64375199999995, "r": 395.868711, "b": 119.36478299999999 }, "text": "0.16", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1316.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "92.63", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1316.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1316.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "93.67", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1316.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1316.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.71", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1316.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "0.21", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1316.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "92.65", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1316.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1316.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "93.69", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1316.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1316.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.73", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1316.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "0.43", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1316.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "92.67", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1316.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1316.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "93.71", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1316.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.01", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1316.6.35", "order": 41, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.75", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1316.6.36", "order": 42, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "0.75", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 } ], "reading_order": 5 }, { "id": "p1316.7", "order": 43, "type": "table", "bbox": { "l": 414, "t": 662.16, "r": 519.36, "b": 505.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1316.7.1", "order": 44, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 505.764628 }, "text": "Elevation (feet)\n94.77\n94.79\n94.81\n94.83\n94.85\n94.87\n94.89\n94.91\n94.93\n94.95\n94.97\n94.99", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1316.7.2", "order": 45, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 505.764628 }, "text": "Primary (cfs)\n1.13\n1.58\n2.08\n2.62\n3.21\n3.26\n3.31\n3.35\n3.39\n3.41\n3.43\n3.43", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 1317, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1317.1", "order": 1, "type": "header", "bbox": { "l": 355.68, "t": 739.68, "r": 563.28, "b": 702.24 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 173", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1317.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 394.08, "b": 699.36 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1317.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474.24, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1317.4", "order": 4, "type": "table", "bbox": { "l": 57.36, "t": 661.68, "r": 255.84, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1317.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1317.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.766919, "b": 64.164805 }, "text": "Surface (sq-ft)\n520\n539\n557\n576\n595\n614\n632\n651\n673\n695\n717\n740\n762\n784\n806\n828\n850\n873\n895\n917\n939\n961\n983\n1,005\n1,028\n1,050\n1,072\n1,094\n1,121\n1,148\n1,174\n1,201\n1,228\n1,255\n1,281\n1,308\n1,335\n1,362\n1,388\n1,415\n1,442\n1,469\n1,495\n1,522\n1,549\n1,576\n1,602\n1,629\n1,660\n1,691\n1,722\n1,753", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1317.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.554814, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n26\n54\n82\n111\n142\n173\n205\n238\n272\n308\n344\n382\n420\n460\n501\n543\n586\n630\n675\n722\n769\n818\n867\n918\n970\n1,023\n1,077\n1,133\n1,190\n1,248\n1,307\n1,368\n1,430\n1,493\n1,558\n1,624\n1,691\n1,760\n1,830\n1,902\n1,974\n2,048\n2,124\n2,201\n2,279\n2,358\n2,439\n2,521\n2,605\n2,690\n2,777", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 3 }, { "id": "p1317.5", "order": 8, "type": "table", "bbox": { "l": 268.56, "t": 662.88, "r": 467.52, "b": 460.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1317.5.1", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 461.604646 }, "text": "Elevation (feet)\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1317.5.2", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 461.604646 }, "text": "Surface (sq-ft)\n1,784\n1,815\n1,846\n1,877\n1,908\n1,939\n1,970\n2,001\n2,032\n2,063\n2,094\n2,125\n2,156\n2,187\n2,218\n2,249", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1317.5.3", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 461.604646 }, "text": "Storage (cubic-feet)\n2,866\n2,956\n3,047\n3,140\n3,235\n3,331\n3,429\n3,528\n3,629\n3,731\n3,835\n3,941\n4,048\n4,156\n4,266\n4,378", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1318, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 37, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 31, "text": 2 }, "build_ms": 8, "items": [ { "id": "p1318.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 738.24, "r": 563.76, "b": 698.4 }, "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 174", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1318.2", "order": 2, "type": "heading", "bbox": { "l": 166.08, "t": 687.6, "r": 456, "b": 672.72 }, "text": "Summary for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1318.3", "order": 3, "type": "text", "bbox": { "l": 47.52, "t": 668.4, "r": 520.56, "b": 514.8 }, "text": "Inflow Area = 35,171 sf, 15.78% Impervious, Inflow Depth = 1.05\" for 10 YR-C event\nInflow = 0.72 cfs @ 12.09 hrs, Volume= 3,078 cf\nOutflow = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf, Atten= 1%, Lag= 0.4 min\nPrimary = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nPeak Elev= 94.55' @ 12.10 hrs Surf.Area= 913 sf Storage= 538 cf\n\nPlug-Flow detention time= 80.8 min calculated for 2,978 cf (97% of inflow)\nCenter-of-Mass det. time= 60.8 min ( 867.4 - 806.6 )", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1318.4", "order": 4, "type": "table", "bbox": { "l": 50.4, "t": 513.84, "r": 560.16, "b": 187.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1318.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 513.269984, "r": 90.343609, "b": 503.184189 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1318.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.153505, "t": 513.269984, "r": 148.966313, "b": 503.184189 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1318.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 170.993876, "t": 513.269984, "r": 234.750681, "b": 503.184189 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1318.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 246.106082, "t": 513.269984, "r": 340.245733, "b": 503.184189 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1318.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 65.999974, "t": 499.349989, "r": 77.921542, "b": 489.264194 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1318.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.356858, "t": 499.349989, "r": 149.228066, "b": 489.264194 }, "text": "93.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1318.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 196.313222, "t": 499.349989, "r": 234.457953, "b": 489.264194 }, "text": "1,041 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1318.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 246.12018, "t": 499.24073, "r": 402.794461, "b": 489.144194 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1318.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 401.140595, "t": 499.349989, "r": 503.073966, "b": 489.264194 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1318.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 57.360224, "t": 475.349999, "r": 101.463499, "b": 415.344224 }, "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1318.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 140.512306, "t": 475.349999, "r": 185.939068, "b": 415.344224 }, "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1318.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 227.391271, "t": 475.349999, "r": 354.82856, "b": 415.344224 }, "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1318.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 216.482518, "t": 475.349999, "r": 354.946907, "b": 415.344224 }, "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1318.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 98.396766, "t": 375.510039, "r": 131.159638, "b": 365.424244 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1318.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 98.393254, "t": 401.430028, "r": 135.337251, "b": 391.344233 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1318.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 182.154172, "t": 401.430028, "r": 208.96698, "b": 391.344233 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1318.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 220.674561, "t": 401.430028, "r": 290.381429, "b": 391.344233 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1318.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1318.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 140.100814, "b": 377.424239 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1318.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1318.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 520.31863, "b": 377.304239 }, "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1318.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 82.24154, "b": 365.424244 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1318.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 53.999993, "t": 401.430028, "r": 86.762864, "b": 341.424253 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1318.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 180.350366, "t": 375.510039, "r": 209.221574, "b": 365.424244 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1318.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.510039, "r": 399.825918, "b": 353.424249 }, "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1318.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 50.4, "t": 269.22, "r": 152.352, "b": 242.04 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1318.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 98.396766, "t": 351.510048, "r": 135.319322, "b": 341.424253 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1318.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 180.353475, "t": 351.510048, "r": 209.224683, "b": 341.424253 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1318.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 220.680155, "t": 351.400789, "r": 509.362546, "b": 305.424268 }, "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045''\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1318.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 54.000667, "t": 291.510072, "r": 489.923239, "b": 245.30429200000003 }, "text": "Primary OutFlow Max=0.70 cfs @ 12.10 hrs HW=94.55' TW=93.34' (Dynamic Tailwater)\\n3=Culvert (Passes 0.70 cfs of 5.19 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.87 fps)\\n2=Grate (Weir Controls 0.57 cfs @ 0.73 fps)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1318.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 50.4, "t": 214.86, "r": 560.16, "b": 187.68 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 30 } ], "reading_order": 3 }, { "id": "p1318.5", "order": 36, "type": "figure", "bbox": { "l": 329.04, "t": 168, "r": 559.2, "b": 145.92 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1318.5.1", "order": 37, "type": "text", "bbox": { "l": 329.52, "t": 158.88, "r": 366.24, "b": 147.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1319, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1319.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.44, "r": 564.24, "b": 705.6 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1319.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 401.76, "b": 698.88 }, "text": "Analysis - Failure NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1319.3", "order": 3, "type": "header", "bbox": { "l": 510.72, "t": 711.36, "r": 560.4, "b": 698.88 }, "text": "Page 175", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1319.4", "order": 4, "type": "caption", "bbox": { "l": 204.96, "t": 688.08, "r": 414.48, "b": 672.96 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1319.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 668.16, "r": 553.92, "b": 400.08 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.8 0.72 cfs Primary\n0.75 0.71 cfs\nInflow Area=35,171 sf\n0.7\n0.65 Peak Elev=94.55'\n0.6\n0.55 Storage=538 cf\n0.5\n(cfs)\n0.45\n0.4\nFlow 0.35\n0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1319.6", "order": 6, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.44 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1319.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 358.56, "r": 552.24, "b": 95.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1320, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1320.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 565.68, "b": 704.88 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1320.2", "order": 2, "type": "header", "bbox": { "l": 52.08, "t": 737.76, "r": 384.72, "b": 698.88 }, "text": "Analysis - Failure NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1320.3", "order": 3, "type": "text", "bbox": { "l": 510.96, "t": 711.12, "r": 559.68, "b": 698.88 }, "text": "Page 176", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1320.4", "order": 4, "type": "caption", "bbox": { "l": 204.96, "t": 687.84, "r": 414.24, "b": 672.96 }, "text": "Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1320.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1320.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 664.56, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1321, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 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4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1321.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 663.6, "r": 330.72, "b": 227.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1321.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1322, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 32, "text": 1 }, "build_ms": 29, "items": [ { "id": "p1322.1", "order": 1, "type": "header", "bbox": { "l": 358.32, "t": 738.96, "r": 564.48, "b": 726 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1322.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 394.08, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1322.3", "order": 3, "type": "header", "bbox": { "l": 463.44, "t": 724.32, "r": 561.84, "b": 712.32 }, "text": "Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1322.4", "order": 4, "type": "text", "bbox": { "l": 510.48, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 178", "attrs": { "block_label": "number" }, "reading_order": 3 }, { "id": "p1322.5", "order": 5, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.6, "b": 672.72 }, "text": "Stage-Discharge for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1322.6", "order": 6, "type": "table", "bbox": { "l": 56.16, "t": 662.4, "r": 405.36, "b": 55.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p1322.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 130.40477799999996 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74\n93.75", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1322.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1322.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 130.40477799999996 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1322.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1322.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 130.40477799999996 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1322.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n6.70\n6.72\n6.74\n6.75", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1322.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 73.319971, "t": 128.64375199999995, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1322.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 135.235581, "t": 117.60375599999998, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1322.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 194.039922, "t": 128.64375199999995, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1322.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 255.955533, "t": 117.60375599999998, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1322.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 314.759874, "t": 128.64375199999995, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1322.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 376.675485, "t": 128.64375199999995, "r": 395.868711, "b": 97.28479100000004 }, "text": "6.77\n6.78\n6.80", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1322.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1322.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1322.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1322.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 119.36478299999999 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1322.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1322.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "6.82", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1322.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1322.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1322.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1322.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1322.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1322.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "6.83", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1322.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1322.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1322.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1322.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1322.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1322.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "6.85", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p1322.7", "order": 37, "type": "table", "bbox": { "l": 414.48, "t": 661.92, "r": 519.6, "b": 472.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1322.7.1", "order": 38, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1322.7.2", "order": 39, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n6.87\n6.88\n6.90\n6.92\n6.93\n6.95\n6.96\n6.98\n7.00\n7.01\n7.03\n7.04\n7.06\n7.07\n7.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 6 } ] }, { "document_id": 12617, "page": 1323, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1323.1", "order": 1, "type": "header", "bbox": { "l": 358.08, "t": 739.68, "r": 563.52, "b": 712.32 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1323.2", "order": 2, "type": "header", "bbox": { "l": 464.4, "t": 739.2, "r": 563.76, "b": 699.6 }, "text": "'R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 179", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1323.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 392.88, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1323.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 474.24, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1323.5", "order": 5, "type": "table", "bbox": { "l": 55.2, "t": 670.56, "r": 469.44, "b": 63.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1323.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1323.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1323.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1323.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1323.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1323.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1324, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p1324.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 565.68, "b": 701.28 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 180", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1324.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.28, "r": 391.44, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1324.3", "order": 3, "type": "heading", "bbox": { "l": 220.56, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Summary for Link 32L: POA1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1324.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 660.48, "r": 518.64, "b": 621.6 }, "text": "Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.95\" for 10 YR-C event\nInflow = 0.62 cfs @ 12.10 hrs, Volume = 13,179 cf\nPrimary = 0.62 cfs @ 12.10 hrs, Volume = 13,179 cf, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p1324.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.6 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p1324.6", "order": 6, "type": "caption", "bbox": { "l": 259.44, "t": 524.4, "r": 354.48, "b": 510 }, "text": "Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1324.7", "order": 7, "type": "figure", "bbox": { "l": 63.36, "t": 505.92, "r": 552.24, "b": 237.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.62 cfs Primary\n0.65 0.62 cfs\nInflow Area=80,967 sf\n0.6\n0.55\n0.5\n0.45\n0.4\n(cfs)\n0.35\nFlow 0.3\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1325, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 27, "items": [ { "id": "p1325.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 738.96, "r": 563.52, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1325.2", "order": 2, "type": "header", "bbox": { "l": 466.32, "t": 738.96, "r": 563.04, "b": 699.6 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 181", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1325.3", "order": 3, "type": "header", "bbox": { "l": 50.16, "t": 737.04, "r": 391.92, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1325.4", "order": 4, "type": "caption", "bbox": { "l": 220.32, "t": 687.84, "r": 396.96, "b": 672.48 }, "text": "Hydrograph for Link 32L: POA1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1325.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.92, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1325.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1325.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.02\n0.03\n0.03\n0.04\n0.05\n0.06\n0.07\n0.08\n0.10\n0.14\n0.43\n0.32\n0.30\n0.28\n0.26\n0.24\n0.22\n0.20\n0.18\n0.16\n0.14\n0.13\n0.11\n0.08\n0.04\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1325.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1325.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.02\n0.03\n0.03\n0.04\n0.05\n0.06\n0.07\n0.08\n0.10\n0.14\n0.43\n0.32\n0.30\n0.28\n0.26\n0.24\n0.22\n0.20\n0.18\n0.16\n0.14\n0.13\n0.11\n0.08\n0.04\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1325.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.6, "r": 468.96, "b": 404.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1325.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1325.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1325.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1325.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1326, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p1326.1", "order": 1, "type": "header", "bbox": { "l": 357.6, "t": 739.2, "r": 565.68, "b": 701.52 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nons LLC Page 182", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1326.2", "order": 2, "type": "header", "bbox": { "l": 52.32, "t": 737.76, "r": 392.88, "b": 698.88 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1326.3", "order": 3, "type": "heading", "bbox": { "l": 218.4, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Summary for Link 33L: POA 2", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1326.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.48, "r": 518.64, "b": 621.6 }, "text": "Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth > 2.16\" for 10 YR-C event\nInflow = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf\nPrimary = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf, Atten=0%, Lag=0.0 min", "reading_order": 3 }, { "id": "p1326.5", "order": 5, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 4 }, { "id": "p1326.6", "order": 6, "type": "caption", "bbox": { "l": 257.76, "t": 524.4, "r": 357.36, "b": 510.24 }, "text": "Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1326.7", "order": 7, "type": "figure", "bbox": { "l": 63.6, "t": 505.92, "r": 551.76, "b": 237.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.15 cfs Primary\n0.16 0.15 cfs\n0.15 Inflow Area=30,707 sf\n0.14\n0.13\n0.12\n0.11\n0.1\n(cfs) 0.09\nFlow\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1327, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 26, "items": [ { "id": "p1327.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 563.52, "b": 712.08 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1327.2", "order": 2, "type": "header", "bbox": { "l": 464.88, "t": 738.96, "r": 562.8, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 183", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1327.3", "order": 3, "type": "header", "bbox": { "l": 49.44, "t": 737.76, "r": 390.24, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1327.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.84, "b": 672.48 }, "text": "Hydrograph for Link 33L: POA 2", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1327.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1327.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1327.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.04\n0.05\n0.08\n0.15\n0.15\n0.14\n0.13\n0.11\n0.10\n0.09\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1327.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1327.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.03\n0.04\n0.05\n0.08\n0.15\n0.15\n0.14\n0.13\n0.11\n0.10\n0.09\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1327.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.6, "r": 468.96, "b": 405.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1327.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1327.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1327.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1327.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.742979, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1328, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 2, "heading": 1, "text": 2 }, "build_ms": 1, "items": [ { "id": "p1328.1", "order": 1, "type": "figure", "bbox": { "l": 53.04, "t": 738.24, "r": 565.2, "b": 698.64 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 184" }, "reading_order": 0 }, { "id": "p1328.2", "order": 2, "type": "heading", "bbox": { "l": 218.64, "t": 687.6, "r": 399.36, "b": 672.48 }, "text": "Summary for Link 34L: POA 3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1328.3", "order": 3, "type": "text", "bbox": { "l": 52.32, "t": 660.48, "r": 518.64, "b": 622.08 }, "text": "Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth > 1.83\" for 10 YR-C event\nInflow = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf\nPrimary = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf, Atten= 0%, Lag= 0.0 min", "reading_order": 2 }, { "id": "p1328.4", "order": 4, "type": "text", "bbox": { "l": 51.36, "t": 611.52, "r": 369.36, "b": 597.84 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs", "reading_order": 3 }, { "id": "p1328.5", "order": 5, "type": "caption", "bbox": { "l": 257.76, "t": 524.16, "r": 357.36, "b": 510.24 }, "text": "Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1328.6", "order": 6, "type": "caption", "bbox": { "l": 252.72, "t": 504.24, "r": 304.8, "b": 493.44 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1328.7", "order": 7, "type": "figure", "bbox": { "l": 63.6, "t": 498.48, "r": 552, "b": 238.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Inflow\n0.21 0.19 cfs Primary\n0.19 cfs\n0.2\n0.19 Inflow Area=43,883 sf\n0.18\n0.17\n0.16\n0.15\n0.14\n0.13\n(cfs)\n0.12\n0.11\nFlow\n0.1\n0.09\n0.08\n0.07\n0.06\n0.05\n0.04\n0.03\n0.02\n0.01\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1329, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 8 }, "build_ms": 25, "items": [ { "id": "p1329.1", "order": 1, "type": "header", "bbox": { "l": 357.36, "t": 738.96, "r": 563.52, "b": 711.84 }, "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1329.2", "order": 2, "type": "header", "bbox": { "l": 465.36, "t": 738.96, "r": 563.04, "b": 699.36 }, "text": "R-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 185", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1329.3", "order": 3, "type": "header", "bbox": { "l": 50.4, "t": 737.04, "r": 390.72, "b": 699.12 }, "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1329.4", "order": 4, "type": "caption", "bbox": { "l": 218.64, "t": 687.84, "r": 399.6, "b": 672.48 }, "text": "Hydrograph for Link 34L: POA 3", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1329.5", "order": 5, "type": "table", "bbox": { "l": 53.28, "t": 661.68, "r": 257.28, "b": 60.48 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1329.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553299, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1329.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793271, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.02\n0.03\n0.04\n0.05\n0.07\n0.10\n0.19\n0.19\n0.18\n0.17\n0.16\n0.14\n0.12\n0.09\n0.07\n0.06\n0.04\n0.04\n0.02\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1329.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.673576, "b": 64.164805 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1329.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.073154, "b": 64.164805 }, "text": "Primary 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(hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1329.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1329.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", 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Roof \n190 Subcat 6S: DA-P3 IMPERVIOUS \n191 Subcat 7S: DA-P2 IMPERVIOUS \n192 Subcat 8S: DA-P1 IMPERVIOUS \n193 Subcat 14S: LOT 11 Roof \n194 Subcat 16S: Typ. Roof \n195 Subcat 17S: Typ. Roof \n196 Subcat 18S: Typ. Roof \n197 Subcat 35S: Typ. Roof \n198 Subcat 36S: Typ. Roof \n199 Subcat 37S: Typ. Roof \n200 Subcat 38S: Typ. Roof \n201 Subcat 39S: Typ. 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507.6, "b": 650.64 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 0 }, { "id": "p1367.2", "order": 2, "type": "text", "bbox": { "l": 49.68, "t": 671.76, "r": 560.64, "b": 228.48 }, "text": "Runoff by SCS 1R-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method\n\nSubcatchment18S: DA-P1 PERVOUS\nFlow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment19S: DA-P1 IMPERVOUS\nFlow Length=372' Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.19 cfs 1,502 cf\n\nSubcatchment20S: DA-P2 PERVOUS\nFlow Length=168' Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment22S: DA-P2 IMPERVOUS\nFlow Length=151' Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=151' Slope=0.0200'/' Tc=0.9 min CN=0/98 Runoff=0.59 cfs 714 cf\n\nSubcatchment23S: DA-P3 PERVOUS\nFlow Length=363' Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment24S: DA-P3 IMPERVOUS\nFlow Length=155' Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=155' Tc=4.3 min CN=0/98 Runoff=0.53 cfs 751 cf\n\nPond 12P: PERVOUS PAVEMENT2B\nPeak Elev=94.20' Storage=487 cf Inflow=0.59 cfs 714 cf\nOutflow=0.09 cfs 711 cf\n\nPond 13P: BIORENTION BASIN 3A\nPeak Elev=93.30' Storage=0 cf Inflow=0.00 cfs 0 cf\nOutflow=0.00 cfs 0 cf\n\nPond 14P: PERVOUS PAVEMENT3B\nPeak Elev=94.22' Storage=503 cf Inflow=0.53 cfs 751 cf\nOutflow=0.09 cfs 748 cf\n\nPond 36P: BIORETENTIONBASIN 1A\nPeak Elev=91.00' Storage=1,502 cf Inflow=1.19 cfs 1,502 cf\nOutflow=0.00 cfs 1 cf\n\nPond 45P: BIORENTION BASIN 2A\nPeak Elev=94.30' Storage=0 cf Inflow=0.00 cfs 0 cf\nOutflow=0.00 cfs 0 cf\n\nTotal Runoff Area = 135,907 sf Runoff Volume = 2,967 cf Average Runoff Depth = 0.2", "attrs": { "block_label": "algorithm" }, "reading_order": 1 }, { "id": "p1367.3", "order": 3, "type": "footer", "bbox": { "l": 49.2, "t": 738.96, "r": 562.32, "b": 699.84 }, "text": "Analysis - Proposed Conditions NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8", "attrs": { "block_label": "footer" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 1368, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 49, "counts_by_type": { "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 40, "text": 2, "title": 1 }, "build_ms": 5, "items": [ { "id": "p1368.1", "order": 1, "type": "header", "bbox": { "l": 349.44, "t": 739.44, "r": 564, "b": 701.04 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 9", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1368.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 738, "r": 390, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1368.3", "order": 3, "type": "title", "bbox": { "l": 156.72, "t": 687.6, "r": 466.32, "b": 672.72 }, "text": "Summary for Subcatchment 18S: DA-P1 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1368.4", "order": 4, "type": "text", "bbox": { "l": 52.08, "t": 660.72, "r": 464.88, "b": 633.6 }, "text": "Runoff = 0.00 cfs @ 0.00 hrs, Volume=\nRouted to Pond 36P : BIORETENTION BASIN 1A", "reading_order": 3 }, { "id": "p1368.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 624, "r": 611.28, "b": 597.6 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"", "reading_order": 4 }, { "id": "p1368.6", "order": 6, "type": "figure", "bbox": { "l": 53.28, "t": 587.04, "r": 560.16, "b": 60 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Area (ac) CN Description\n1.220 39 >75% Grass cover, Good, HSG A\n1.220 39 100.00% Pervious Area\nTc Length Slope Velocity Capacity Description\n(min) (feet) (ft/ft) (ft/sec) (cfs)\n9.0 78 0.0350 0.14 Sheet Flow,\nGrass: Dense n= 0.240 P2= 3.42\"\nUsing McCuen-Spiess flow length\n2.9 175 0.0200 0.99 Shallow Concentrated Flow,\nShort Grass Pasture Kv= 7.0 fps\n2.3 272 2.00 Direct Entry, Pipe Flow\n14.2 525 Total\nSubcatchment 18S: DA-P1 PERVIOUS\nPipe Flow\nSubcatchment 18S: DA-P1 PERVIOUS\nHydrograph\n1\nRunoff\nNJ DEP 2-hr\nNJDEP WQ Rainfall=1.25\"\nRunoff Area=1.220 ac\nRunoff Volume=0 cf\n(cfs) Runoff Depth=0.00\"\nFlow Flow Length=525'\nTc=14.2 min\nCN=39/0\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 5 }, { "id": "p1368.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 585.84, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p1368.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1368.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1368.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 286.657715, "t": 533.429976, "r": 340.27261, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1368.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 86.399965, "t": 557.429966, "r": 113.223494, "b": 547.344171 }, "text": "1.220", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1368.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 133.195337, "t": 557.429966, "r": 145.116906, "b": 547.344171 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1368.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 159.352138, "t": 571.34996, "r": 319.339156, "b": 561.264165 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1368.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "1.220", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1368.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1368.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 271.974508, "b": 547.344171 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1368.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, 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"type": "figure", "bbox": { "l": 61.92, "t": 362.88, "r": 555.6, "b": 116.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n1.19 cfs\nNJ DEP 2-hr\nNJDEP WQ Rainfall=1.25\"\n1\nRunoff Area=0.400 ac\nRunoff Volume=1,502 cf\n(cfs) Runoff Depth=1.03\"\nFlow Flow Length=372'\nSlope=0.0200 '/'\nTc=2.5 min\nCN=0/98" }, "reading_order": 9 }, { "id": "p1370.11", "order": 42, "type": "footnote", "bbox": { "l": 338.16, "t": 415.2, "r": 546, "b": 400.8 }, "text": "Subcatchment 19S: DA-P1_IMPERVIOUS", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p1370.12", "order": 43, "type": "footnote", "bbox": { "l": 83.28, "t": 120.24, "r": 492.48, "b": 97.92 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 12617, "page": 1371, "width": 612, 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"text": "Page 12", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1371.4", "order": 4, "type": "caption", "bbox": { "l": 154.56, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Hydrograph for Subcatchment 19S: DA-P1 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1371.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.08, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1371.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1371.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.632772, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1371.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1371.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.352671, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1371.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752988, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1372, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 43, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "table": 1, "table_cell": 32, "text": 4, "title": 1 }, "build_ms": 4, "items": [ { "id": "p1372.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.44, "r": 563.52, "b": 700.32 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 13", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1372.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 738, "r": 390.48, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1372.3", "order": 3, "type": "title", "bbox": { "l": 156.72, "t": 687.6, "r": 466.32, "b": 672.72 }, "text": "Summary for Subcatchment 20S: DA-P2 PERVIOUS", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 2 }, { "id": "p1372.4", "order": 4, "type": "text", "bbox": { "l": 52.32, "t": 660.72, "r": 464.64, "b": 634.08 }, "text": "Runoff = 0.00 cfs @ 0.00 hrs, Volume=\nRouted to Pond 45P : BIORENTION BASIN 2A", "reading_order": 3 }, { "id": "p1372.5", "order": 5, "type": "text", "bbox": { "l": 368.16, "t": 660, "r": 463.68, "b": 646.56 }, "text": "0 cf, Depth = 0.00\"", "reading_order": 4 }, { "id": "p1372.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"", "reading_order": 5 }, { "id": "p1372.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.48, "r": 559.2, "b": 459.504206 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 7, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p1372.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1372.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": 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319.339156, "b": 547.344171 }, "text": ">75% Grass cover, Good, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1372.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1372.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1372.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, 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2-hr\nNJDEP WQ Rainfall=1.25\"\nRunoff Area=0.430 ac\nRunoff Volume=0 cf\n(cfs) Runoff Depth=0.00\"\nFlow Flow Length=168'\nSlope=0.0300 '/'\nTc=8.7 min\nCN=39/0\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72" }, "children": [ { "id": "p1372.8.1", "order": 41, "type": "text", "bbox": { "l": 349.92, "t": 415.44, "r": 546, "b": 399.36 }, "text": "Subcatchment 20S: DA-P2 PERVIOUS", "reading_order": 0 }, { "id": "p1372.8.2", "order": 42, "type": "caption", "bbox": { "l": 194.88, "t": 385.2, "r": 424.56, "b": 370.32 }, "text": "Subcatchment 20S: DA-P2 PERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 1 } ], "reading_order": 7 }, { "id": "p1372.9", "order": 43, "type": "footnote", "bbox": { "l": 84.48, "t": 119.52, "r": 492.96, "b": 98.64 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": 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(hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1373.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.633172, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1373.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1373.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.350173, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1373.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.747288, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1374, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 14, "text": 4 }, "build_ms": 3, "items": [ { "id": "p1374.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.68, "r": 563.28, "b": 700.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 15", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1374.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 738.24, "r": 386.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DE\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1374.3", "order": 3, "type": "heading", "bbox": { "l": 150, "t": 687.6, "r": 473.52, "b": 672.72 }, "text": "Summary for Subcatchment 22S: DA-P2 IMPERVIOUS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1374.4", "order": 4, "type": "text", "bbox": { "l": 52.8, "t": 660.48, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.59 cfs @ 1.08 hrs, Volume=\nRouted to Pond 12P : PERVIOUS PAVEMENT 2B", "reading_order": 3 }, { "id": "p1374.5", "order": 5, "type": "text", "bbox": { "l": 356.4, "t": 660, "r": 463.68, "b": 646.56 }, "text": "714 cf, Depth= 1.03\"", "reading_order": 4 }, { "id": "p1374.6", "order": 6, "type": "text", "bbox": { "l": 51.84, "t": 624, "r": 611.52, "b": 597.84 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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"row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1374.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 86.399965, "t": 571.34996, "r": 113.223494, "b": 561.264165 }, "text": "0.190", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1374.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 133.195337, "t": 571.34996, "r": 145.116906, "b": 561.264165 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1374.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 159.352138, "t": 557.429966, "r": 282.695343, "b": 547.344171 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1374.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.9", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1374.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 497.424191 }, "text": "Length (feet)\n151", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1374.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 143.393863, "t": 533.429976, "r": 176.178176, "b": 497.424191 }, "text": "Slope (ft/ft)\n0.0200", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1374.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 186.589057, "t": 533.429976, "r": 224.1227, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.87", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 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"block_label": "chart", "embedded_text": "Hydrograph\n0.65 Runoff\n0.59 cfs\n0.6\nNJ DEP 2-hr\n0.55\nNJDEP WQ Rainfall=1.25\"\n0.5\nRunoff Area=0.190 ac\n0.45\nRunoff Volume=714 cf\n0.4\n0.35 Runoff Depth=1.03\"\n(cfs)\n0.3 Flow Length=151'\nFlow\n0.25 Slope=0.0200 '/'\n0.2 Tc=0.9 min\n0.15 CN=0/98\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1375, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1375.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 738.72, "r": 565.68, "b": 708.48 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"", "reading_order": 5 }, { "id": "p1376.7", "order": 7, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 423.504221 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 7, "integrity": { "cells_checked": 32, "cells_flagged": 0 } }, "children": [ { "id": "p1376.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1376.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": 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58.08, "t": 364.08, "r": 558.24, "b": 63.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Subcatchment 23S: DA-P3 PERVIOUS\nHydrograph\n1\nRunoff\nNJ DEP 2-hr\nNJDEP WQ Rainfall=1.25\"\nRunoff Area=0.680 ac\nRunoff Volume=0 cf\n(cfs) Runoff Depth=0.00\"\nFlow Flow Length=363'\nTc=11.5 min\nCN=39/0\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 8 } ] }, { "document_id": 12617, "page": 1377, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 11, "items": [ { "id": "p1377.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 738.96, "r": 565.92, "b": 706.08 }, "text": "NJ DEP 2-hr NJDEP WQ 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UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"", "reading_order": 5 }, { "id": "p1378.7", "order": 7, "type": "table", "bbox": { "l": 52.56, "t": 588.72, "r": 558.96, "b": 447.504211 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 25, "cells_flagged": 0 } }, "children": [ { "id": "p1378.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 68.999964, "t": 585.269955, "r": 113.084037, "b": 575.18416 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1378.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 129.59691, "t": 585.269955, "r": 145.077796, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": 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282.695343, "b": 547.344171 }, "text": "Paved parking, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1378.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 65.039942, "t": 533.429976, "r": 89.451283, "b": 511.344185 }, "text": "Tc (min)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1378.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 100.201717, "t": 533.429976, "r": 132.98603, "b": 511.344185 }, "text": "Length (feet)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1378.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 148.675543, "t": 533.429976, "r": 176.088717, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 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"colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1378.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 120.838621, "t": 507.509986, "r": 132.760189, "b": 497.424191 }, "text": "37", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1378.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 143.395429, "t": 507.509986, "r": 176.179742, "b": 497.424191 }, "text": "0.0300", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1378.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 203.149288, "t": 507.509986, "r": 224.012033, "b": 497.424191 }, "text": "0.17", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1378.7.17", "order": 24, "type": "table_cell", "bbox": { "l": 390.16, "t": 527.4933, "r": 474.56, "b": 512.1867 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1378.7.18", "order": 25, "type": "table_cell", "bbox": { "l": 286.680137, "t": 507.379245, "r": 346.255817, "b": 497.304191 }, "text": "Sheet Flow,", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1378.7.19", "order": 26, "type": "table_cell", "bbox": { "l": 74.63997, "t": 483.509996, "r": 89.541931, "b": 473.424201 }, "text": "0.7", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1378.7.20", "order": 27, "type": "table_cell", "bbox": { "l": 114.958671, "t": 483.509996, "r": 132.841024, "b": 473.424201 }, "text": "118", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1378.7.21", "order": 28, "type": "table_cell", "bbox": { "l": 143.393863, "t": 483.509996, "r": 176.178176, "b": 473.424201 }, "text": "0.0200", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1378.7.22", "order": 29, "type": "table_cell", "bbox": { "l": 203.147723, "t": 483.509996, "r": 224.010468, "b": 473.424201 }, "text": "2.87", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1378.7.23", "order": 30, "type": "table_cell", "bbox": { "l": 390.16, "t": 512.1867, "r": 474.56, "b": 496.88 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1378.7.24", "order": 31, "type": "table_cell", "bbox": { "l": 286.680137, "t": 495.509991, "r": 453.78579, "b": 461.424205 }, "text": "Grass: Short n= 0.150 P2= 3.42\"\nShallow Concentrated Flow,\nPaved Kv= 20.3 fps", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1378.7.25", "order": 32, "type": "table_cell", "bbox": { "l": 74.63997, "t": 457.590006, "r": 89.541931, "b": 447.504211 }, "text": "4.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1378.7.26", "order": 33, "type": "table_cell", "bbox": { "l": 114.958671, "t": 457.590006, "r": 132.841024, "b": 447.504211 }, "text": "155", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1378.7.27", "order": 34, "type": "table_cell", "bbox": { "l": 143.393863, "t": 457.590006, "r": 167.226279, "b": 447.504211 }, "text": "Total", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1378.7.28", "order": 35, "type": "table_cell", "bbox": { "l": 305.76, "t": 466.2667, "r": 390.16, "b": 450.96 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1378.7.29", "order": 36, "type": "table_cell", "bbox": { "l": 390.16, "t": 466.2667, "r": 474.56, "b": 450.96 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1378.7.30", "order": 37, "type": "table_cell", "bbox": { "l": 474.56, "t": 466.2667, "r": 558.96, "b": 450.96 }, "text": "", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 29 } ], "reading_order": 6 }, { "id": "p1378.8", "order": 38, "type": "text", "bbox": { "l": 337.68, "t": 402.48, "r": 546.24, "b": 390.24 }, "text": "Subcatchment 24S: DA-P3 IMPERVIOUS", "reading_order": 7 }, { "id": "p1378.9", "order": 39, "type": "caption", "bbox": { "l": 187.92, "t": 372.96, "r": 431.28, "b": 358.32 }, "text": "Subcatchment 24S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1378.10", "order": 40, "type": "figure", "bbox": { "l": 60.48, "t": 352.56, "r": 552.96, "b": 86.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.53 cfs\n0.55\nNJ DEP 2-hr\n0.5\nNJDEP WQ Rainfall=1.25\"\n0.45\nRunoff Area=0.200 ac\n0.4\nRunoff Volume=751 cf\n0.35\nRunoff Depth=1.03\"\n(cfs)\n0.3\nFlow Length=155'\nFlow\n0.25\nTc=4.3 min\nCN=0/98\n0.2\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1379, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1379.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.2, "r": 565.68, "b": 704.64 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1379.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 380.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1379.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 20", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1379.4", "order": 4, "type": "caption", "bbox": { "l": 154.56, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Hydrograph for Subcatchment 24S: DA-P3 IMPERVIOUS", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1379.5", "order": 5, "type": "table", "bbox": { "l": 53.999983, "t": 664.08, "r": 310.32, "b": 228 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1379.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1379.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 92.399989, "t": 659.403539, "r": 128.632772, "b": 229.76473799999997 }, "text": "Precip. (inches)\n0.00\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25\n1.25", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1379.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 134.639966, "t": 659.403539, "r": 190.793081, "b": 229.76473799999997 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1379.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 196.799976, "t": 659.403539, "r": 249.352671, "b": 229.76473799999997 }, "text": "Imp.Excess (inches)\n0.00\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03\n1.03", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1379.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 275.519938, "t": 659.403539, "r": 305.752988, "b": 229.76473799999997 }, "text": "Runoff (cfs)\n0.00\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1380, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 73, "counts_by_type": { "header": 2, "heading": 1, "table": 3, "table_cell": 66, "text": 1 }, "build_ms": 13, "items": [ { "id": "p1380.1", "order": 1, "type": "header", "bbox": { "l": 351.36, "t": 739.92, "r": 563.28, "b": 701.04 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 21", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1380.2", "order": 2, "type": "header", "bbox": { "l": 54.24, "t": 738, "r": 393.12, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1380.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1380.4", "order": 4, "type": "table", "bbox": { "l": 47.52, "t": 666.48, "r": 535.2, "b": 537.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 1, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1380.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 47.52, "t": 666.48, "r": 535.2, "b": 650.4 }, "text": "Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 1.03\" for NJDEP WQ event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p1380.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 47.52, "t": 650.4, "r": 535.2, "b": 634.32 }, "text": "Inflow = 0.59 cfs @ 1.08 hrs, Volume= 714 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1380.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 47.52, "t": 634.32, "r": 535.2, "b": 618.24 }, "text": "Outflow = 0.09 cfs @ 1.28 hrs, Volume= 711 cf, Atten= 85%, Lag= 12.2 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p1380.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 47.52, "t": 618.24, "r": 535.2, "b": 602.16 }, "text": "Primary = 0.09 cfs @ 1.28 hrs, Volume= 711 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1380.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 597.26995, "r": 406.769049, "b": 575.18416 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.20' @ 1.28 hrs Surf.Area= 3,075 sf Storage= 487 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1380.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 561.269964, "r": 406.062065, "b": 539.184174 }, "text": "Plug-Flow detention time= 123.6 min calculated for 711 cf (100% of inflow)\nCenter-of-Mass det. time= 123.3 min ( 189.4 - 66.1 )", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p1380.5", "order": 11, "type": "table", "bbox": { "l": 53.28, "t": 528, "r": 558.48, "b": 249.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 5, "integrity": { "cells_checked": 42, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.2, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf …" }, { "row": 2, "col": 3, "coverage": 0.27, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,5…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1380.5.1", "order": 12, "type": "table_cell", "bbox": { "l": 53.999978, "t": 525.2699789999999, "r": 90.343609, "b": 515.184184 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1380.5.2", "order": 13, "type": "table_cell", "bbox": { "l": 122.153505, "t": 525.2699789999999, "r": 148.966313, "b": 515.184184 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1380.5.3", "order": 14, "type": "table_cell", "bbox": { "l": 170.993876, "t": 525.2699789999999, "r": 234.750681, "b": 515.184184 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1380.5.4", "order": 15, "type": "table_cell", "bbox": { "l": 246.106082, "t": 525.2699789999999, "r": 340.245733, "b": 515.184184 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1380.5.5", "order": 16, "type": "table_cell", "bbox": { "l": 65.999974, "t": 511.349984, "r": 77.921542, "b": 501.264189 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1380.5.6", "order": 17, "type": "table_cell", "bbox": { "l": 120.356858, "t": 511.349984, "r": 149.228066, "b": 501.264189 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1380.5.7", "order": 18, "type": "table_cell", "bbox": { "l": 205.19329, "t": 511.349984, "r": 234.396844, "b": 501.264189 }, "text": "615 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1380.5.8", "order": 19, "type": "table_cell", "bbox": { "l": 356.4, "t": 508.1314, "r": 558.48, "b": 488.2629 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1380.5.9", "order": 20, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1380.5.10", "order": 21, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1380.5.11", "order": 22, "type": "table_cell", "bbox": { "l": 205.19329, "t": 487.349994, "r": 234.396844, "b": 477.264199 }, "text": "231 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1380.5.12", "order": 23, "type": "table_cell", "bbox": { "l": 356.4, "t": 488.2629, "r": 558.48, "b": 468.3943 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1380.5.13", "order": 24, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 77.921542, "b": 453.264209 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1380.5.14", "order": 25, "type": "table_cell", "bbox": { "l": 120.356858, "t": 463.350004, "r": 149.228066, "b": 453.264209 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1380.5.15", "order": 26, "type": "table_cell", "bbox": { "l": 246.12018, "t": 475.349999, "r": 284.26491, "b": 465.264204 }, "text": "1,538 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1380.5.16", "order": 27, "type": "table_cell", "bbox": { "l": 356.4, "t": 468.3943, "r": 558.48, "b": 448.5257 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1380.5.17", "order": 28, "type": "table_cell", "bbox": { "l": 53.28, "t": 448.5257, "r": 154.32, "b": 428.6571 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1380.5.18", "order": 29, "type": "table_cell", "bbox": { "l": 154.32, "t": 448.5257, "r": 255.36, "b": 428.6571 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1380.5.19", "order": 30, "type": "table_cell", "bbox": { "l": 196.319921, "t": 449.430009, "r": 234.464652, "b": 439.344214 }, "text": "2,383 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1380.5.20", "order": 31, "type": "table_cell", "bbox": { "l": 246.11895, "t": 449.430009, "r": 356.950941, "b": 439.344214 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1380.5.21", "order": 32, "type": "table_cell", "bbox": { "l": 57.360295, "t": 425.430019, "r": 101.463499, "b": 389.424234 }, "text": "Elevation (feet)\n93.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p1380.5.22", "order": 33, "type": "table_cell", "bbox": { "l": 140.512377, "t": 425.430019, "r": 185.939068, "b": 389.424234 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p1380.5.23", "order": 34, "type": "table_cell", "bbox": { "l": 216.482589, "t": 425.430019, "r": 270.296123, "b": 389.424234 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 22 }, { "id": "p1380.5.24", "order": 35, "type": "table_cell", "bbox": { "l": 300.957943, "t": 425.430019, "r": 354.946977, "b": 389.424234 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1380.5.25", "order": 36, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "94.30", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1380.5.26", "order": 37, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "3,075", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1380.5.27", "order": 38, "type": "table_cell", "bbox": { "l": 328.066676, "t": 387.510034, "r": 354.890205, "b": 377.424239 }, "text": "1,538", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1380.5.28", "order": 39, "type": "table_cell", "bbox": { "l": 328.066676, "t": 325.590059, "r": 354.890205, "b": 315.504264 }, "text": "1,538", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1380.5.29", "order": 40, "type": "table_cell", "bbox": { "l": 57.359973, "t": 363.510044, "r": 101.463499, "b": 327.504259 }, "text": "Elevation (feet)\n94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p1380.5.30", "order": 41, "type": "table_cell", "bbox": { "l": 140.512054, "t": 363.510044, "r": 185.939068, "b": 327.504259 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1380.5.31", "order": 42, "type": "table_cell", "bbox": { "l": 216.482266, "t": 363.510044, "r": 270.295801, "b": 327.504259 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p1380.5.32", "order": 43, "type": "table_cell", "bbox": { "l": 300.957621, "t": 363.510044, "r": 354.946655, "b": 327.504259 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 31 }, { "id": "p1380.5.33", "order": 44, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.80", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1380.5.34", "order": 45, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "3,075", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1380.5.35", "order": 46, "type": "table_cell", "bbox": { "l": 243.591108, "t": 325.590059, "r": 270.414636, "b": 315.504264 }, "text": "1,538", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1380.5.36", "order": 47, "type": "table_cell", "bbox": { "l": 328.066676, "t": 263.670084, "r": 354.890205, "b": 253.584289 }, "text": "1,538", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1380.5.37", "order": 48, "type": "table_cell", "bbox": { "l": 57.359973, "t": 301.590068, "r": 101.463499, "b": 265.584284 }, "text": "Elevation (feet)\n94.80", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p1380.5.38", "order": 49, "type": "table_cell", "bbox": { "l": 140.512054, "t": 301.590068, "r": 185.939068, "b": 265.584284 }, "text": "Surf.Area (sq-ft)\n3,075", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p1380.5.39", "order": 50, "type": "table_cell", "bbox": { "l": 216.482266, "t": 301.590068, "r": 270.295801, "b": 265.584284 }, "text": "Inc.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p1380.5.40", "order": 51, "type": "table_cell", "bbox": { "l": 300.957621, "t": 301.590068, "r": 354.946655, "b": 265.584284 }, "text": "Cum.Store (cubic-feet)\n0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 39 }, { "id": "p1380.5.41", "order": 52, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "95.30", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1380.5.42", "order": 53, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "3,075", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1380.5.43", "order": 54, "type": "table_cell", "bbox": { "l": 243.591108, "t": 263.670084, "r": 270.414636, "b": 253.584289 }, "text": "1,538", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1380.5.44", "order": 55, "type": "table_cell", "bbox": { "l": 243.591108, "t": 387.510034, "r": 270.414636, "b": 377.424239 }, "text": "1,538", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 } ], "reading_order": 4 }, { "id": "p1380.6", "order": 56, "type": "table", "bbox": { "l": 52.56, "t": 240.96, "r": 556.08, "b": 140.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.05, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1380.6.1", "order": 57, "type": "table_cell", "bbox": { "l": 98.396766, "t": 225.75009899999998, "r": 131.159638, "b": 215.66430400000002 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1380.6.2", "order": 58, "type": "table_cell", "bbox": { "l": 98.393254, "t": 239.67009299999995, "r": 135.337251, "b": 229.584298 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1380.6.3", "order": 59, "type": "table_cell", "bbox": { "l": 182.154172, "t": 239.67009299999995, "r": 208.96698, "b": 229.584298 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1380.6.4", "order": 60, "type": "table_cell", "bbox": { "l": 220.674561, "t": 239.67009299999995, "r": 290.381429, "b": 229.584298 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1380.6.5", "order": 61, "type": "table_cell", "bbox": { "l": 70.319972, "t": 225.75009899999998, "r": 82.24154, "b": 215.66430400000002 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1380.6.6", "order": 62, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 140.100814, "b": 203.664309 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1380.6.7", "order": 63, "type": "table_cell", "bbox": { "l": 180.350366, "t": 225.75009899999998, "r": 209.221574, "b": 215.66430400000002 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1380.6.8", "order": 64, "type": "table_cell", "bbox": { "l": 220.680155, "t": 225.75009899999998, "r": 357.34582, "b": 215.544304 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1380.6.9", "order": 65, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1380.6.10", "order": 66, "type": "table_cell", "bbox": { "l": 53.999993, "t": 239.67009299999995, "r": 86.762864, "b": 179.66431799999998 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1380.6.11", "order": 67, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1380.6.12", "order": 68, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 399.825918, "b": 203.544309 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1380.6.13", "order": 69, "type": "table_cell", "bbox": { "l": 52.56, "t": 165.54, "r": 178.44, "b": 140.4 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1380.6.14", "order": 70, "type": "table_cell", "bbox": { "l": 98.396766, "t": 189.75011300000006, "r": 135.319322, "b": 179.66431799999998 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1380.6.15", "order": 71, "type": "table_cell", "bbox": { "l": 180.353475, "t": 189.75011300000006, "r": 209.224683, "b": 179.66431799999998 }, "text": "92.08'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1380.6.16", "order": 72, "type": "table_cell", "bbox": { "l": 430.2, "t": 165.54, "r": 556.08, "b": 140.4 }, "text": "12.0\" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 5 }, { "id": "p1380.7", "order": 73, "type": "text", "bbox": { "l": 51.84, "t": 132, "r": 415.44, "b": 82.08 }, "text": "Primary OutFlow Max=0.09 cfs @ 1.28 hrs HW=94.20' (Free Discharge)\n3=Culvert (Passes 0.09 cfs of 5.47 cfs potential flow)\n1=Orifice (Orifice Controls 0.09 cfs @ 2.60 fps)\n2=Grate (Controls 0.00 cfs)", "reading_order": 6 } ] }, { "document_id": 12617, "page": 1381, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1381.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.2, "r": 563.76, "b": 700.56 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 22", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1381.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 403.44, "b": 698.64 }, "text": "Analysis - Proposed Conditions NJ DEP 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1381.3", "order": 3, "type": "figure", "bbox": { "l": 52.08, "t": 680.64, "r": 560.4, "b": 601.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Culvert" }, "children": [ { "id": "p1381.3.1", "order": 4, "type": "text", "bbox": { "l": 67.92, "t": 675.6, "r": 284.64, "b": 640.08 }, "text": "Grate\nPond 12P: PERVIOUS PAVEMENT:2B", "reading_order": 0 } ], "reading_order": 2 }, { "id": "p1381.4", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 573.84, "r": 557.52, "b": 300.96 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.65 0.59 cfs Primary\nInflow Area=8,276 sf\n0.6\n0.55\nPeak Elev=94.20'\n0.5\n0.45 Storage=487 cf\n0.4\n(cfs) 0.35\nFlow\n0.3\n0.25\n0.2\n0.15\n0.09 cfs\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 } ] }, { "document_id": 12617, "page": 1382, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1382.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 563.76, "b": 700.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 23", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1382.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.28, "r": 403.44, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1382.3", "order": 3, "type": "caption", "bbox": { "l": 196.56, "t": 687.84, "r": 423.12, "b": 673.2 }, "text": "Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1382.4", "order": 4, "type": "figure", "bbox": { "l": 62.4, "t": 665.52, "r": 552.96, "b": 397.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p1382.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1382.6", "order": 6, "type": "caption", "bbox": { "l": 237.84, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1382.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 358.32, "r": 553.2, "b": 95.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 500 1,000 1,500 2,000\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1383, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1383.1", "order": 1, "type": "header", "bbox": { "l": 349.92, "t": 739.2, "r": 564.24, "b": 712.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1383.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 380.4, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions Ltd", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1383.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 24", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1383.4", "order": 4, "type": "caption", "bbox": { "l": 162.72, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1383.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1383.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1383.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1383.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408306, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n399\n109\n55\n37\n27\n22\n18\n15\n13\n12\n11\n10\n9\n8\n7\n7\n7\n6\n6\n5\n5\n5\n5\n5\n4\n4\n4\n4\n4\n4\n3\n3\n3\n3\n3\n3", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1383.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592477, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n94.12\n93.89\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1383.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784246, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.08\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1384, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6 }, "build_ms": 16, "items": [ { "id": "p1384.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.2, "r": 563.04, "b": 701.52 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 25", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1384.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 392.64, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1384.3", "order": 3, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1384.4", "order": 4, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 401.04, "b": 57.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1384.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1384.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1384.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1384.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1384.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1384.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n6.83\n6.84\n6.86\n6.87\n6.88\n6.90\n6.91\n6.93\n6.94\n6.95\n6.97\n6.98\n6.99\n7.01\n7.02\n7.04\n7.05\n7.06\n7.08\n7.09\n7.10\n7.12\n7.13\n7.15\n7.16", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1385, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 13, "items": [ { "id": "p1385.1", "order": 1, "type": "header", "bbox": { "l": 451.2, "t": 739.44, "r": 563.76, "b": 699.36 }, "text": "EP WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 26", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1385.2", "order": 2, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.76, "b": 712.08 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1385.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1385.4", "order": 4, "type": "caption", "bbox": { "l": 142.08, "t": 687.84, "r": 481.92, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 12P: PERVIOUS PAVEMENT 2B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1385.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.88, "r": 457.2, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1385.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1385.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n25\n37\n49\n61\n74\n86\n98\n111\n123\n135\n148\n160\n172\n185\n197\n209\n221\n234\n246\n258\n271\n283\n295\n308\n320\n332\n344\n357\n369\n381\n394\n406\n418\n430\n443\n455\n467\n480\n492\n504\n517\n529\n541\n554\n566\n578\n590\n603\n615\n620", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1385.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1385.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n624\n629\n633\n638\n643\n647\n652\n657\n661\n666\n670\n675\n680\n684\n689\n693\n698\n703\n707\n712\n716\n721\n726\n730\n735\n740\n744\n749\n753\n758\n763\n767\n772\n776\n781\n786\n790\n795\n800\n804\n809\n813\n818\n823\n827\n832\n836\n841\n846\n876\n907\n938", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1385.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1385.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n969\n999\n1,030\n1,061\n1,092\n1,122\n1,153\n1,184\n1,215\n1,245\n1,276\n1,307\n1,338\n1,368\n1,399\n1,430\n1,461\n1,491\n1,522\n1,553\n1,584\n1,614\n1,645\n1,676\n1,707\n1,737\n1,768\n1,799\n1,830\n1,860\n1,891\n1,922\n1,953\n1,983\n2,014\n2,045\n2,076\n2,106\n2,137\n2,168\n2,199\n2,229\n2,260\n2,291\n2,322\n2,352\n2,383", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1386, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 39, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 32, "text": 2 }, "build_ms": 7, "items": [ { "id": "p1386.1", "order": 1, "type": "header", "bbox": { "l": 349.92, "t": 739.44, "r": 563.28, "b": 700.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 27", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1386.2", "order": 2, "type": "header", "bbox": { "l": 54, "t": 738.24, "r": 401.28, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DEP 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1386.3", "order": 3, "type": "heading", "bbox": { "l": 166.32, "t": 687.84, "r": 455.76, "b": 672.72 }, "text": "Summary for Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1386.4", "order": 4, "type": "text", "bbox": { "l": 51.12, "t": 664.32, "r": 551.28, "b": 535.68 }, "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.00\" for NJDEP WQ event\nInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\nOutflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 0%, Lag= 0.0 min\nPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 93.30' @ 0.00 hrs Surf.Area= 77 sf Storage= 0 cf\n\nPlug-Flow detention time=(not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time=(not calculated: no inflow)", "attrs": { "block_label": "algorithm" }, "reading_order": 3 }, { "id": "p1386.5", "order": 5, "type": "table", "bbox": { "l": 52.8, "t": 519.84, "r": 568.08, "b": 200.18430999999998 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 6, "integrity": { "cells_checked": 32, "cells_flagged": 4, "flags": [ { "row": 1, "col": 1, "coverage": 0.33, "text": "Surf. Area (sq-ft)" }, { "row": 1, "col": 2, "coverage": 0.33, "text": "Inc. Store (cubic-feet)" }, { "row": 1, "col": 3, "coverage": 0.33, "text": "Cum. Store (cubic-feet)" }, { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1386.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 65.999974, "t": 511.349984, "r": 77.921542, "b": 501.264189 }, "text": "#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1386.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.356858, "t": 511.349984, "r": 149.228066, "b": 501.264189 }, "text": "93.30'", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p1386.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 196.313222, "t": 511.349984, "r": 234.457953, "b": 501.264189 }, "text": "1,041 cf", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1386.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 310.44, "t": 519.84, "r": 568.08, "b": 490.9964 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 3 }, "reading_order": 3 }, { "id": "p1386.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 57.360224, "t": 487.349994, "r": 101.455018, "b": 465.264204 }, "text": "Elevation (feet)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1386.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 138.68, "t": 490.9964, "r": 224.56, "b": 462.1527 }, "text": "Surf. Area (sq-ft)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p1386.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 224.56, "t": 490.9964, "r": 310.44, "b": 462.1527 }, "text": "Inc. Store (cubic-feet)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p1386.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 310.44, "t": 490.9964, "r": 568.08, "b": 462.1527 }, "text": "Cum. Store (cubic-feet)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 3 }, "reading_order": 7 }, { "id": "p1386.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 74.63997, "t": 461.430004, "r": 101.463499, "b": 427.344219 }, "text": "93.30\n94.00\n95.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1386.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 159.115539, "t": 461.430004, "r": 185.939068, "b": 427.344219 }, "text": "77\n417\n1,319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1386.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 252.470853, "t": 461.430004, "r": 270.35342, "b": 427.344219 }, "text": "0\n173\n868", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1386.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 328.066462, "t": 461.430004, "r": 354.889991, "b": 427.344219 }, "text": "0\n173\n1,041", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1386.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1386.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1386.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1386.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1386.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1386.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 140.100814, "b": 389.424234 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1386.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "93.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1386.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 357.34582, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1386.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 366.002933, "t": 399.510029, "r": 520.31863, "b": 389.424234 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1386.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1386.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1386.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "94.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1386.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 377.304239 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1386.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 52.8, "t": 289.0909, "r": 138.68, "b": 260.2473 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1386.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1386.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "90.80'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1386.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.379303, "r": 509.362546, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 11.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S = 0.0045 '/ C_c = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1386.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 411.20089, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.30' (Free Discharge)\\n ↑ 3=Culvert (Passes 0.00 cfs of 6.42 cfs potential flow)\\n ↑ 1=Orifice (Controls 0.00 cfs)\\n2=Grate (Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 6, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1386.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 73.200244, "t": 210.259364, "r": 248.925448, "b": 200.18430999999998 }, "text": "Pond 13P: BIORENTION BASIN 3A", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1386.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 333.479867, "t": 227.07009800000003, "r": 364.732673, "b": 205.22430799999995 }, "text": "Grate\\nOrifice", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 } ], "reading_order": 4 }, { "id": "p1386.6", "order": 38, "type": "figure", "bbox": { "l": 329.28, "t": 179.52, "r": 559.44, "b": 157.92 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1386.6.1", "order": 39, "type": "text", "bbox": { "l": 329.52, "t": 171.12, "r": 366.48, "b": 159.36 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1387, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1387.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.2, "r": 564, "b": 700.08 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC\nPage 28", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1387.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 394.56, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1387.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 688.08, "r": 414, "b": 672.96 }, "text": "Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1387.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 673.92, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=29,621 sf\nPeak Elev=93.30'\nStorage=0 cf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1387.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.84, "r": 414.72, "b": 367.44 }, "text": "Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1387.6", "order": 6, "type": "caption", "bbox": { "l": 244.56, "t": 362.16, "r": 314.4, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1387.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 359.28, "r": 551.28, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n95\nPrimary\nGrate\n(feet)\nElevation 94\nOrifice\n0 1 2 3 4 5 6 7 8 9\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1388, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "caption": 2, "figure": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1388.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 563.52, "b": 700.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 29", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1388.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.52, "r": 392.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1388.3", "order": 3, "type": "caption", "bbox": { "l": 205.2, "t": 687.84, "r": 414.24, "b": 673.2 }, "text": "Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1388.4", "order": 4, "type": "caption", "bbox": { "l": 236.88, "t": 666.96, "r": 320.64, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1388.5", "order": 5, "type": "figure", "bbox": { "l": 62.64, "t": 664.56, "r": 552.96, "b": 400.32 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 Surface\nStorage\n95\n(feet)\nElevation\n94\nCustom Stage Data\n0 100 200 300 400 500 600 700 800 900 1,000\nStorage (cubic-feet)" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1389, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 25, "items": [ { "id": "p1389.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.2, "r": 564.96, "b": 703.92 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1389.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 378.48, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1389.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 30", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1389.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.84, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1389.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 662.4, "r": 256.8, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1389.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1389.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1389.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.874018, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1389.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.065885, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1389.6", "order": 10, "type": "table", "bbox": { "l": 266.88, "t": 663.84, "r": 468, "b": 404.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1389.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1389.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1389.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30\n93.30", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1389.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.741401, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1390, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 32 }, "build_ms": 25, "items": [ { "id": "p1390.1", "order": 1, "type": "header", "bbox": { "l": 457.92, "t": 739.44, "r": 563.52, "b": 699.6 }, "text": "WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 31", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1390.2", "order": 2, "type": "header", "bbox": { "l": 350.64, "t": 738.96, "r": 563.76, "b": 713.76 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1390.3", "order": 3, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 386.88, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DE\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1390.4", "order": 4, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1390.5", "order": 5, "type": "table", "bbox": { "l": 56.16, "t": 662.64, "r": 405.12, "b": 54.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 6, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p1390.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.30\n93.31\n93.32\n93.33\n93.34\n93.35\n93.36\n93.37\n93.38\n93.39\n93.40\n93.41\n93.42\n93.43\n93.44\n93.45\n93.46\n93.47\n93.48\n93.49\n93.50\n93.51\n93.52\n93.53\n93.54\n93.55\n93.56\n93.57\n93.58\n93.59\n93.60\n93.61\n93.62\n93.63\n93.64\n93.65\n93.66\n93.67\n93.68\n93.69\n93.70\n93.71\n93.72\n93.73\n93.74", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1390.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1390.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 141.44477400000005 }, "text": "Elevation (feet)\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1390.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1390.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 141.44477400000005 }, "text": "Elevation (feet)\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1390.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 141.44477400000005 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.18\n0.28\n0.40\n0.55\n0.72\n0.90\n1.10\n1.32\n1.55\n1.79\n2.05\n2.31\n2.59\n2.88\n3.18\n3.49\n3.81\n4.14\n4.48\n4.83\n5.18\n5.55\n5.92\n6.30\n6.69\n7.09\n7.49\n7.91", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1390.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 73.319971, "t": 139.68374700000004, "r": 97.996975, "b": 97.28479100000004 }, "text": "93.75\n93.76\n93.77\n93.78", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1390.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00\n0.00\n0.00\n0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1390.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 194.039922, "t": 139.68374700000004, "r": 218.716927, "b": 97.28479100000004 }, "text": "94.27\n94.28\n94.29\n94.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1390.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.10\n0.10\n0.10\n0.10", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1390.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 314.759874, "t": 139.68374700000004, "r": 339.436879, "b": 97.28479100000004 }, "text": "94.79\n94.80\n94.81\n94.82", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1390.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 376.675485, "t": 139.68374700000004, "r": 395.868711, "b": 97.28479100000004 }, "text": "8.33\n8.75\n8.86\n8.87", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1390.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "93.79", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1390.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1390.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "94.31", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1390.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 255.955533, "t": 139.68374700000004, "r": 275.148759, "b": 130.40477799999996 }, "text": "0.10", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1390.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "94.83", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1390.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "8.88", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1390.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "93.80", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1390.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1390.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "94.32", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1390.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.11", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1390.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "94.84", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1390.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "8.89", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1390.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "93.81", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1390.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 135.235581, "t": 139.68374700000004, "r": 154.428807, "b": 130.40477799999996 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1390.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "94.33", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1390.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.11", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1390.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "94.85", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1390.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "8.91", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 4 }, { "id": "p1390.6", "order": 36, "type": "table", "bbox": { "l": 414.48, "t": 662.16, "r": 519.36, "b": 472.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1390.6.1", "order": 37, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1390.6.2", "order": 38, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n8.92\n8.93\n8.94\n8.96\n8.97\n8.98\n8.99\n9.01\n9.02\n9.03\n9.04\n9.06\n9.07\n9.08\n9.09", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1391, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 11, "items": [ { "id": "p1391.1", "order": 1, "type": "header", "bbox": { "l": 461.76, "t": 739.68, "r": 564.96, "b": 699.84 }, "text": "WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 32", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1391.2", "order": 2, "type": "header", "bbox": { "l": 350.4, "t": 739.2, "r": 563.76, "b": 713.04 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1391.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 394.56, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1391.4", "order": 4, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 13P: BIORENTION BASIN 3A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1391.5", "order": 5, "type": "table", "bbox": { "l": 54.96, "t": 670.8, "r": 469.44, "b": 63.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1391.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.30\n93.32\n93.34\n93.36\n93.38\n93.40\n93.42\n93.44\n93.46\n93.48\n93.50\n93.52\n93.54\n93.56\n93.58\n93.60\n93.62\n93.64\n93.66\n93.68\n93.70\n93.72\n93.74\n93.76\n93.78\n93.80\n93.82\n93.84\n93.86\n93.88\n93.90\n93.92\n93.94\n93.96\n93.98\n94.00\n94.02\n94.04\n94.06\n94.08\n94.10\n94.12\n94.14\n94.16\n94.18\n94.20\n94.22\n94.24\n94.26\n94.28\n94.30\n94.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1391.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n77\n87\n96\n106\n116\n126\n135\n145\n155\n164\n174\n184\n194\n203\n213\n223\n232\n242\n252\n262\n271\n281\n291\n300\n310\n320\n330\n339\n349\n359\n368\n378\n388\n398\n407\n417\n435\n453\n471\n489\n507\n525\n543\n561\n579\n597\n615\n633\n652\n670\n688\n706", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1391.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n2\n3\n5\n8\n10\n13\n16\n19\n22\n25\n29\n32\n36\n41\n45\n50\n54\n59\n64\n70\n75\n81\n87\n93\n99\n106\n112\n119\n126\n134\n141\n149\n157\n165\n173\n181\n190\n200\n209\n219\n229\n240\n251\n263\n274\n286\n299\n312\n325\n339\n353", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1391.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1391.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.556821, "b": 262.884725 }, "text": "Surface (sq-ft)\n724\n742\n760\n778\n796\n814\n832\n850\n868\n886\n904\n922\n940\n958\n976\n994\n1,012\n1,030\n1,048\n1,066\n1,084\n1,103\n1,121\n1,139\n1,157\n1,175\n1,193\n1,211\n1,229\n1,247\n1,265\n1,283\n1,301\n1,319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1391.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.27242, "b": 262.884725 }, "text": "Storage (cubic-feet)\n367\n381\n396\n412\n428\n444\n460\n477\n494\n512\n530\n548\n566\n585\n605\n625\n645\n665\n686\n707\n728\n750\n773\n795\n818\n841\n865\n889\n914\n938\n963\n989\n1,015\n1,041", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1392, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 88, "counts_by_type": { "footnote": 1, "header": 2, "heading": 1, "table": 3, "table_cell": 78, "text": 3 }, "build_ms": 16, "items": [ { "id": "p1392.1", "order": 1, "type": "header", "bbox": { "l": 351.6, "t": 739.92, "r": 562.32, "b": 700.56 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 33", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1392.2", "order": 2, "type": "header", "bbox": { "l": 54.96, "t": 738.24, "r": 422.64, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DEP 2-hr\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1392.3", "order": 3, "type": "heading", "bbox": { "l": 158.4, "t": 688.08, "r": 464.88, "b": 672.72 }, "text": "Summary for Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1392.4", "order": 4, "type": "table", "bbox": { "l": 52.08, "t": 660.96, "r": 530.64, "b": 609.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 1, "flags": [ { "row": 1, "col": 1, "coverage": 0.58, "text": "0.09 cfs @ 1.45 hrs, Volume= 748 cf, Atten= 83%, Lag= 20.5 …" } ] } }, "children": [ { "id": "p1392.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 635.184136 }, "text": "Inflow Area =\nInflow =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1392.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 146.277099, "t": 657.2699259999999, "r": 528.72764, "b": 635.184136 }, "text": "8,712 sf,100.00% Impervious, Inflow Depth = 1.03\" for NJDEP WQ event\n0.53 cfs @ 1.10 hrs, Volume= 751 cf", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1392.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1392.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 291.36, "t": 635.04, "r": 530.64, "b": 622.08 }, "text": "0.09 cfs @ 1.45 hrs, Volume= 748 cf, Atten= 83%, Lag= 20.5 min", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1392.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 90.922534, "b": 611.184146 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1392.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 146.276777, "t": 621.26994, "r": 302.462518, "b": 611.184146 }, "text": "0.09 cfs @ 1.45 hrs, Volume= 748 cf", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p1392.5", "order": 11, "type": "text", "bbox": { "l": 51.84, "t": 600.24, "r": 408.24, "b": 585.84 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs", "reading_order": 4 }, { "id": "p1392.6", "order": 12, "type": "text", "bbox": { "l": 51.84, "t": 590.88, "r": 403.2, "b": 573.36 }, "text": "Peak Elev= 94.22' @ 1.45 hrs Surf.Area= 2,963 sf Storage= 503 cf", "reading_order": 5 }, { "id": "p1392.7", "order": 13, "type": "text", "bbox": { "l": 51.6, "t": 564.24, "r": 408.72, "b": 537.6 }, "text": "Plug-Flow detention time= 116.9 min calculated for 748 cf (100% of inflow) Center-of-Mass det. time= 117.2 min (188.5 - 71.3)", "reading_order": 6 }, { "id": "p1392.8", "order": 14, "type": "table", "bbox": { "l": 51.6, "t": 528.72, "r": 558.96, "b": 251.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 5, "integrity": { "cells_checked": 54, "cells_flagged": 3, "flags": [ { "row": 1, "col": 3, "coverage": 0.27, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf…" }, { "row": 2, "col": 3, "coverage": 0.33, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,…" }, { "row": 3, "col": 3, "coverage": 0.5, "text": "Surface (Prismatic)Listed below (Recalc)" } ] } }, "children": [ { "id": "p1392.8.1", "order": 15, "type": "table_cell", "bbox": { "l": 53.999978, "t": 525.2699789999999, "r": 90.343609, "b": 515.184184 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1392.8.2", "order": 16, "type": "table_cell", "bbox": { "l": 122.153505, "t": 525.2699789999999, "r": 148.966313, "b": 515.184184 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1392.8.3", "order": 17, "type": "table_cell", "bbox": { "l": 170.993876, "t": 525.2699789999999, "r": 234.750681, "b": 515.184184 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1392.8.4", "order": 18, "type": "table_cell", "bbox": { "l": 246.106082, "t": 525.2699789999999, "r": 340.245733, "b": 515.184184 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1392.8.5", "order": 19, "type": "table_cell", "bbox": { "l": 65.999974, "t": 511.349984, "r": 77.921542, "b": 501.264189 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1392.8.6", "order": 20, "type": "table_cell", "bbox": { "l": 120.356858, "t": 511.349984, "r": 149.228066, "b": 501.264189 }, "text": "93.80'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1392.8.7", "order": 21, "type": "table_cell", "bbox": { "l": 205.19329, "t": 511.349984, "r": 234.396844, "b": 501.264189 }, "text": "593 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1392.8.8", "order": 22, "type": "table_cell", "bbox": { "l": 356.016, "t": 508.8857, "r": 558.96, "b": 489.0514 }, "text": "Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1392.8.9", "order": 23, "type": "table_cell", "bbox": { "l": 65.999974, "t": 487.349994, "r": 77.921542, "b": 477.264199 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1392.8.10", "order": 24, "type": "table_cell", "bbox": { "l": 120.356858, "t": 487.349994, "r": 149.228066, "b": 477.264199 }, "text": "94.30'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1392.8.11", "order": 25, "type": "table_cell", "bbox": { "l": 205.19329, "t": 487.349994, "r": 234.396844, "b": 477.264199 }, "text": "222 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1392.8.12", "order": 26, "type": "table_cell", "bbox": { "l": 356.016, "t": 489.0514, "r": 558.96, "b": 469.2171 }, "text": "Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 11 }, { "id": "p1392.8.13", "order": 27, "type": "table_cell", "bbox": { "l": 65.999974, "t": 463.350004, "r": 77.921542, "b": 453.264209 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1392.8.14", "order": 28, "type": "table_cell", "bbox": { "l": 120.356858, "t": 463.350004, "r": 149.228066, "b": 453.264209 }, "text": "94.80'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1392.8.15", "order": 29, "type": "table_cell", "bbox": { "l": 246.12018, "t": 475.349999, "r": 284.26491, "b": 465.264204 }, "text": "1,482 cf", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1392.8.16", "order": 30, "type": "table_cell", "bbox": { "l": 356.016, "t": 469.2171, "r": 558.96, "b": 449.3829 }, "text": "Surface (Prismatic)Listed below (Recalc)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2 }, "reading_order": 15 }, { "id": "p1392.8.17", "order": 31, "type": "table_cell", "bbox": { "l": 51.6, "t": 449.3829, "r": 153.072, "b": 429.5486 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1392.8.18", "order": 32, "type": "table_cell", "bbox": { "l": 153.072, "t": 449.3829, "r": 254.544, "b": 429.5486 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1392.8.19", "order": 33, "type": "table_cell", "bbox": { "l": 196.319921, "t": 449.430009, "r": 234.464652, "b": 439.344214 }, "text": "2,296 cf", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1392.8.20", "order": 34, "type": "table_cell", "bbox": { "l": 246.11895, "t": 449.430009, "r": 356.950941, "b": 439.344214 }, "text": "Total Available Storage", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1392.8.21", "order": 35, "type": "table_cell", "bbox": { "l": 57.360295, "t": 425.430019, "r": 101.455089, "b": 403.344229 }, "text": "Elevation\\n(feet)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1392.8.22", "order": 36, "type": "table_cell", "bbox": { "l": 140.512377, "t": 425.430019, "r": 185.797183, "b": 403.344229 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1392.8.23", "order": 37, "type": "table_cell", "bbox": { "l": 227.391342, "t": 425.430019, "r": 354.572838, "b": 403.344229 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1392.8.24", "order": 38, "type": "table_cell", "bbox": { "l": 300.957621, "t": 425.430019, "r": 354.946977, "b": 341.424253 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1392.8.25", "order": 39, "type": "table_cell", "bbox": { "l": 74.63997, "t": 399.510029, "r": 101.463499, "b": 389.424234 }, "text": "93.80", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1392.8.26", "order": 40, "type": "table_cell", "bbox": { "l": 159.115539, "t": 399.510029, "r": 185.939068, "b": 389.424234 }, "text": "2,963", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1392.8.27", "order": 41, "type": "table_cell", "bbox": { "l": 264.23118, "t": 399.510029, "r": 270.191965, "b": 389.424234 }, "text": "0", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1392.8.28", "order": 42, "type": "table_cell", "bbox": { "l": 348.709858, "t": 399.510029, "r": 354.670642, "b": 389.424234 }, "text": "0", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1392.8.29", "order": 43, "type": "table_cell", "bbox": { "l": 74.63997, "t": 387.510034, "r": 101.463499, "b": 377.424239 }, "text": "94.30", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1392.8.30", "order": 44, "type": "table_cell", "bbox": { "l": 159.115539, "t": 387.510034, "r": 185.939068, "b": 377.424239 }, "text": "2,963", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1392.8.31", "order": 45, "type": "table_cell", "bbox": { "l": 328.066676, "t": 387.510034, "r": 354.890205, "b": 377.424239 }, "text": "1,482", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1392.8.32", "order": 46, "type": "table_cell", "bbox": { "l": 328.066676, "t": 325.590059, "r": 354.890205, "b": 315.504264 }, "text": "1,482", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1392.8.33", "order": 47, "type": "table_cell", "bbox": { "l": 57.359973, "t": 363.510044, "r": 101.454766, "b": 341.424253 }, "text": "Elevation\\n(feet)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1392.8.34", "order": 48, "type": "table_cell", "bbox": { "l": 140.512054, "t": 363.510044, "r": 185.796861, "b": 341.424253 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1392.8.35", "order": 49, "type": "table_cell", "bbox": { "l": 216.482266, "t": 363.510044, "r": 270.295801, "b": 341.424253 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1392.8.36", "order": 50, "type": "table_cell", "bbox": { "l": 300.957621, "t": 363.510044, "r": 354.946655, "b": 279.504278 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1392.8.37", "order": 51, "type": "table_cell", "bbox": { "l": 74.63997, "t": 337.590054, "r": 101.463499, "b": 327.504259 }, "text": "94.30", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1392.8.38", "order": 52, "type": "table_cell", "bbox": { "l": 159.115539, "t": 337.590054, "r": 185.939068, "b": 327.504259 }, "text": "2,963", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1392.8.39", "order": 53, "type": "table_cell", "bbox": { "l": 264.23118, "t": 337.590054, "r": 270.191965, "b": 327.504259 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1392.8.40", "order": 54, "type": "table_cell", "bbox": { "l": 348.709858, "t": 337.590054, "r": 354.670642, "b": 327.504259 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1392.8.41", "order": 55, "type": "table_cell", "bbox": { "l": 74.63997, "t": 325.590059, "r": 101.463499, "b": 315.504264 }, "text": "94.80", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1392.8.42", "order": 56, "type": "table_cell", "bbox": { "l": 159.115539, "t": 325.590059, "r": 185.939068, "b": 315.504264 }, "text": "2,963", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1392.8.43", "order": 57, "type": "table_cell", "bbox": { "l": 243.591108, "t": 325.590059, "r": 270.414636, "b": 315.504264 }, "text": "1,482", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1392.8.44", "order": 58, "type": "table_cell", "bbox": { "l": 328.066676, "t": 263.670084, "r": 354.890205, "b": 253.584289 }, "text": "1,482", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1392.8.45", "order": 59, "type": "table_cell", "bbox": { "l": 57.359973, "t": 301.590068, "r": 101.454766, "b": 279.504278 }, "text": "Elevation\\n(feet)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1392.8.46", "order": 60, "type": "table_cell", "bbox": { "l": 140.512054, "t": 301.590068, "r": 185.796861, "b": 279.504278 }, "text": "Surf.Area\\n(sq-ft)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1392.8.47", "order": 61, "type": "table_cell", "bbox": { "l": 216.482266, "t": 301.590068, "r": 270.295801, "b": 279.504278 }, "text": "Inc.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1392.8.48", "order": 62, "type": "table_cell", "bbox": { "l": 216.482589, "t": 413.430024, "r": 354.946655, "b": 291.504273 }, "text": "Cum.Store\\n(cubic-feet)", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1392.8.49", "order": 63, "type": "table_cell", "bbox": { "l": 74.63997, "t": 275.670079, "r": 101.463499, "b": 265.584284 }, "text": "94.80", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1392.8.50", "order": 64, "type": "table_cell", "bbox": { "l": 159.115539, "t": 275.670079, "r": 185.939068, "b": 265.584284 }, "text": "2,963", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1392.8.51", "order": 65, "type": "table_cell", "bbox": { "l": 264.23118, "t": 275.670079, "r": 270.191965, "b": 265.584284 }, "text": "0", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1392.8.52", "order": 66, "type": "table_cell", "bbox": { "l": 348.709858, "t": 275.670079, "r": 354.670642, "b": 265.584284 }, "text": "0", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1392.8.53", "order": 67, "type": "table_cell", "bbox": { "l": 74.63997, "t": 263.670084, "r": 101.463499, "b": 253.584289 }, "text": "95.30", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1392.8.54", "order": 68, "type": "table_cell", "bbox": { "l": 159.115539, "t": 263.670084, "r": 185.939068, "b": 253.584289 }, "text": "2,963", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p1392.8.55", "order": 69, "type": "table_cell", "bbox": { "l": 243.591108, "t": 263.670084, "r": 270.414636, "b": 253.584289 }, "text": "1,482", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1392.8.56", "order": 70, "type": "table_cell", "bbox": { "l": 243.591108, "t": 387.510034, "r": 270.414636, "b": 377.424239 }, "text": "1,482", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 55 } ], "reading_order": 7 }, { "id": "p1392.9", "order": 71, "type": "table", "bbox": { "l": 52.56, "t": 240.96, "r": 556.08, "b": 140.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 2, "flags": [ { "row": 3, "col": 0, "coverage": 0, "text": "#3" }, { "row": 3, "col": 3, "coverage": 0.04, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, K…" } ] } }, "children": [ { "id": "p1392.9.1", "order": 72, "type": "table_cell", "bbox": { "l": 98.396766, "t": 225.75009899999998, "r": 131.159638, "b": 215.66430400000002 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1392.9.2", "order": 73, "type": "table_cell", "bbox": { "l": 98.393254, "t": 239.67009299999995, "r": 135.337251, "b": 229.584298 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1392.9.3", "order": 74, "type": "table_cell", "bbox": { "l": 182.154172, "t": 239.67009299999995, "r": 208.96698, "b": 229.584298 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1392.9.4", "order": 75, "type": "table_cell", "bbox": { "l": 220.674561, "t": 239.67009299999995, "r": 290.381429, "b": 229.584298 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1392.9.5", "order": 76, "type": "table_cell", "bbox": { "l": 70.319972, "t": 225.75009899999998, "r": 82.24154, "b": 215.66430400000002 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1392.9.6", "order": 77, "type": "table_cell", "bbox": { "l": 98.396766, "t": 213.75010299999997, "r": 140.100814, "b": 203.664309 }, "text": "Device 3", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1392.9.7", "order": 78, "type": "table_cell", "bbox": { "l": 180.350366, "t": 225.75009899999998, "r": 209.221574, "b": 215.66430400000002 }, "text": "93.80'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1392.9.8", "order": 79, "type": "table_cell", "bbox": { "l": 220.680155, "t": 225.75009899999998, "r": 357.34582, "b": 215.544304 }, "text": "2.5\" Vert. Orifice C = 0.600", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1392.9.9", "order": 80, "type": "table_cell", "bbox": { "l": 70.319972, "t": 213.75010299999997, "r": 82.24154, "b": 203.664309 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1392.9.10", "order": 81, "type": "table_cell", "bbox": { "l": 53.999993, "t": 239.67009299999995, "r": 86.762864, "b": 179.66431799999998 }, "text": "Device 3", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1392.9.11", "order": 82, "type": "table_cell", "bbox": { "l": 180.350366, "t": 213.75010299999997, "r": 209.221574, "b": 203.664309 }, "text": "94.80'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1392.9.12", "order": 83, "type": "table_cell", "bbox": { "l": 220.680155, "t": 213.75010299999997, "r": 399.825918, "b": 203.544309 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1392.9.13", "order": 84, "type": "table_cell", "bbox": { "l": 52.56, "t": 165.54, "r": 178.44, "b": 140.4 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p1392.9.14", "order": 85, "type": "table_cell", "bbox": { "l": 98.396766, "t": 189.75011300000006, "r": 135.319322, "b": 179.66431799999998 }, "text": "Primary", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1392.9.15", "order": 86, "type": "table_cell", "bbox": { "l": 180.353475, "t": 189.75011300000006, "r": 209.224683, "b": 179.66431799999998 }, "text": "92.00'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1392.9.16", "order": 87, "type": "table_cell", "bbox": { "l": 430.2, "t": 165.54, "r": 556.08, "b": 140.4 }, "text": "12.0\" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n= 0.011, Flow Area= 0.79 sf", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 } ], "reading_order": 8 }, { "id": "p1392.10", "order": 88, "type": "footnote", "bbox": { "l": 51.36, "t": 132, "r": 415.2, "b": 81.84 }, "text": "Primary OutFlow Max=0.09 cfs @ 1.45 hrs HW=94.22' (Free Discharge)\n3=Culvert (Passes 0.09 cfs of 6.21 cfs potential flow)\n1=Orifice (Orifice Controls 0.09 cfs @ 2.72 fps)\n2=Grate (Controls 0.00 cfs)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 12617, "page": 1393, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 1, "figure": 2, "footer": 1, "footnote": 1, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1393.1", "order": 1, "type": "header", "bbox": { "l": 349.68, "t": 739.2, "r": 563.76, "b": 700.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 34", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1393.2", "order": 2, "type": "header", "bbox": { "l": 51.36, "t": 737.76, "r": 386.88, "b": 698.4 }, "text": "Analysis - Proposed Conditions NJ DE\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1393.3", "order": 3, "type": "figure", "bbox": { "l": 51.6, "t": 680.16, "r": 560.16, "b": 604.08 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Grate\nPond 14P: PERVIOUS PAVEMENT Orifice 3B\nCulvert" }, "reading_order": 2 }, { "id": "p1393.4", "order": 4, "type": "caption", "bbox": { "l": 196.56, "t": 590.16, "r": 423.12, "b": 575.04 }, "text": "Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1393.5", "order": 5, "type": "figure", "bbox": { "l": 62.4, "t": 571.92, "r": 557.28, "b": 301.68 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "Hydrograph\nInflow\n0.53 cfs Primary\nInflow Area=8,712 sf\n0.55\n0.5\nPeak Elev=94.22'\n0.45\nStorage=503 cf\n0.4\n0.35\n(cfs)\n0.3\nFlow\n0.25\n0.2\n0.15\n0.09 cfs\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 4 }, { "id": "p1393.6", "order": 6, "type": "footer", "bbox": { "l": 506.88, "t": 547.2, "r": 547.2, "b": 527.28 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 5 }, { "id": "p1393.7", "order": 7, "type": "footnote", "bbox": { "l": 84.96, "t": 323.76, "r": 479.28, "b": 302.88 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1394, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1394.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.76, "b": 700.32 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 35", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1394.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 401.28, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1394.3", "order": 3, "type": "caption", "bbox": { "l": 196.8, "t": 688.08, "r": 423.12, "b": 673.2 }, "text": "Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1394.4", "order": 4, "type": "figure", "bbox": { "l": 62.16, "t": 667.44, "r": 552.96, "b": 397.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\n95\nGrate\n(feet)\nElevation\n94\nOrifice\n0 1 2 3 4 5 6 7\nDischarge (cfs)" }, "reading_order": 3 }, { "id": "p1394.5", "order": 5, "type": "caption", "bbox": { "l": 196.08, "t": 382.08, "r": 423.12, "b": 367.44 }, "text": "Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1394.6", "order": 6, "type": "caption", "bbox": { "l": 237.6, "t": 362.16, "r": 320.88, "b": 351.12 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1394.7", "order": 7, "type": "figure", "bbox": { "l": 61.92, "t": 359.76, "r": 552, "b": 96.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nStorage\n95\nSurface\n(feet)\nElevation\nSurface and Base Course\n94\nStone Storage Bed\n0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200\nStorage (cubic-feet)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1395, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 9, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5 }, "build_ms": 7, "items": [ { "id": "p1395.1", "order": 1, "type": "header", "bbox": { "l": 349.92, "t": 739.2, "r": 565.92, "b": 702.24 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 36", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1395.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 737.52, "r": 380.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1395.3", "order": 3, "type": "caption", "bbox": { "l": 162.96, "t": 687.84, "r": 459.6, "b": 672.48 }, "text": "Hydrograph for Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1395.4", "order": 4, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.72, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1395.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1395.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1395.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.408306, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n435\n112\n54\n35\n26\n20\n17\n14\n12\n11\n10\n9\n8\n8\n7\n6\n6\n6\n5\n5\n5\n5\n4\n4\n4\n4\n4\n4\n3\n3\n3\n3\n3\n3\n3\n3", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1395.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592477, "b": 229.76473799999997 }, "text": "Elevation (feet)\n93.80\n94.17\n93.89\n93.85\n93.83\n93.82\n93.82\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.81\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80\n93.80", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1395.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784246, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.08\n0.02\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1396, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 14, "items": [ { "id": "p1396.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.44, "r": 564.48, "b": 713.28 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1396.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.52, "r": 392.88, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DEF\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1396.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.88, "r": 559.44, "b": 699.12 }, "text": "Page 37", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1396.4", "order": 4, "type": "caption", "bbox": { "l": 149.76, "t": 687.84, "r": 473.04, "b": 672.72 }, "text": "Stage-Discharge for Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1396.5", "order": 5, "type": "table", "bbox": { "l": 55.68, "t": 662.64, "r": 400.08, "b": 57.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1396.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1396.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.02\n0.02\n0.02\n0.03\n0.03\n0.03\n0.04\n0.04\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1396.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1396.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.21\n0.31\n0.43", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1396.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1396.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.713063, "b": 119.36478299999999 }, "text": "Primary (cfs)\n0.58\n0.74\n0.93\n1.13\n1.35\n1.58\n1.82\n2.07\n2.34\n2.62\n2.91\n3.21\n3.52\n3.84\n4.17\n4.50\n4.85\n5.21\n5.57\n5.95\n6.33\n6.72\n7.11\n7.46\n7.47\n7.48\n7.50\n7.51\n7.52\n7.53\n7.54\n7.55\n7.56\n7.57\n7.58\n7.60\n7.61\n7.62\n7.63\n7.64\n7.65\n7.66\n7.67\n7.68\n7.69\n7.70\n7.72", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1397, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 3, "table": 1, "table_cell": 6 }, "build_ms": 15, "items": [ { "id": "p1397.1", "order": 1, "type": "header", "bbox": { "l": 449.76, "t": 739.44, "r": 564, "b": 699.36 }, "text": "EP WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 38", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1397.2", "order": 2, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 563.76, "b": 712.08 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1397.3", "order": 3, "type": "header", "bbox": { "l": 51.6, "t": 737.76, "r": 393.84, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1397.4", "order": 4, "type": "caption", "bbox": { "l": 141.84, "t": 687.84, "r": 481.92, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 14P: PERVIOUS PAVEMENT 3B", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1397.5", "order": 5, "type": "table", "bbox": { "l": 55.44, "t": 662.88, "r": 456.96, "b": 57.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1397.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n93.80\n93.81\n93.82\n93.83\n93.84\n93.85\n93.86\n93.87\n93.88\n93.89\n93.90\n93.91\n93.92\n93.93\n93.94\n93.95\n93.96\n93.97\n93.98\n93.99\n94.00\n94.01\n94.02\n94.03\n94.04\n94.05\n94.06\n94.07\n94.08\n94.09\n94.10\n94.11\n94.12\n94.13\n94.14\n94.15\n94.16\n94.17\n94.18\n94.19\n94.20\n94.21\n94.22\n94.23\n94.24\n94.25\n94.26\n94.27\n94.28\n94.29\n94.30\n94.31", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1397.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 123.83996, "t": 659.403539, "r": 173.839313, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n12\n24\n36\n47\n59\n71\n83\n95\n107\n119\n130\n142\n154\n166\n178\n190\n201\n213\n225\n237\n249\n261\n273\n284\n296\n308\n320\n332\n344\n356\n367\n379\n391\n403\n415\n427\n439\n450\n462\n474\n486\n498\n510\n521\n533\n545\n557\n569\n581\n593\n597", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1397.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 197.519921, "t": 659.403539, "r": 238.086076, "b": 64.164805 }, "text": "Elevation (feet)\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75\n94.76\n94.77\n94.78\n94.79\n94.80\n94.81\n94.82\n94.83", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1397.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 263.879904, "t": 659.403539, "r": 313.806863, "b": 64.164805 }, "text": "Storage (cubic-feet)\n601\n606\n610\n615\n619\n624\n628\n633\n637\n641\n646\n650\n655\n659\n664\n668\n673\n677\n681\n686\n690\n695\n699\n704\n708\n713\n717\n721\n726\n730\n735\n739\n744\n748\n753\n757\n761\n766\n770\n775\n779\n784\n788\n793\n797\n801\n806\n810\n815\n844\n874\n904", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1397.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 337.559865, "t": 659.403539, "r": 378.12602, "b": 119.36478299999999 }, "text": "Elevation (feet)\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27\n95.28\n95.29\n95.30", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1397.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 403.919848, "t": 659.403539, "r": 454.876795, "b": 119.36478299999999 }, "text": "Storage (cubic-feet)\n933\n963\n993\n1,022\n1,052\n1,081\n1,111\n1,141\n1,170\n1,200\n1,230\n1,259\n1,289\n1,319\n1,348\n1,378\n1,407\n1,437\n1,467\n1,496\n1,526\n1,556\n1,585\n1,615\n1,644\n1,674\n1,704\n1,733\n1,763\n1,793\n1,822\n1,852\n1,882\n1,911\n1,941\n1,970\n2,000\n2,030\n2,059\n2,089\n2,119\n2,148\n2,178\n2,207\n2,237\n2,267\n2,296", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1398, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 38, "counts_by_type": { "figure": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 32, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1398.1", "order": 1, "type": "header", "bbox": { "l": 352.08, "t": 739.68, "r": 562.8, "b": 701.28 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\nions LLC Page 39", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1398.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 738, "r": 387.36, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DE\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1398.3", "order": 3, "type": "heading", "bbox": { "l": 158.88, "t": 687.84, "r": 464.64, "b": 672.72 }, "text": "Summary for Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1398.4", "order": 4, "type": "table", "bbox": { "l": 50.88, "t": 674.4, "r": 560.88, "b": 180.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 16, "n_cols": 5, "integrity": { "cells_checked": 29, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = …" }, { "row": 3, "col": 0, "coverage": 0.13, "text": "Primary = 0.00 cfs @ 2.07 hrs, Volume= 1 cf" }, { "row": 6, "col": 0, "coverage": 0, "text": "Volume Invert Avail.Storage Storage Description" }, { "row": 7, "col": 2, "coverage": 0, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)" }, { "row": 8, "col": 0, "coverage": 0, "text": "Elevation Surf.Area (feet) (sq-ft)" }, { "row": 11, "col": 0, "coverage": 0.2, "text": "Device Routing Invert Outlet Devices" } ] } }, "children": [ { "id": "p1398.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 50.88, "t": 674.4, "r": 560.88, "b": 653.84 }, "text": "Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.26\" for NJDEP WQ event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 0 }, { "id": "p1398.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 50.88, "t": 653.84, "r": 560.88, "b": 633.28 }, "text": "Inflow = 1.19 cfs @ 1.09 hrs, Volume= 1,502 cf", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 1 }, { "id": "p1398.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 50.88, "t": 633.28, "r": 560.88, "b": 612.72 }, "text": "Outflow = 0.00 cfs @ 2.07 hrs, Volume= 1 cf, Atten= 100%, Lag= 58.9 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 2 }, { "id": "p1398.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 50.88, "t": 612.72, "r": 560.88, "b": 592.16 }, "text": "Primary = 0.00 cfs @ 2.07 hrs, Volume= 1 cf", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 3 }, { "id": "p1398.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 53.999978, "t": 597.26995, "r": 406.769049, "b": 575.18416 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 91.00' @ 2.27 hrs Surf.Area= 1,500 sf Storage= 1,502 cf", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1398.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 561.269964, "r": 391.160104, "b": 539.184174 }, "text": "Plug-Flow detention time= 1,912.8 min calculated for 1 cf (0% of inflow)\nCenter-of-Mass det. time= 1,866.1 min ( 1,934.7 - 68.6 )", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1398.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 50.88, "t": 509.92, "r": 560.88, "b": 489.36 }, "text": "Volume Invert Avail.Storage Storage Description", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 6 }, { "id": "p1398.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 65.999974, "t": 511.349984, "r": 101.463499, "b": 451.344209 }, "text": "#1 90.00'", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1398.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 196.313222, "t": 511.349984, "r": 234.457953, "b": 501.264189 }, "text": "8,250 cf", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1398.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 254.88, "t": 489.36, "r": 560.88, "b": 468.8 }, "text": "Custom Stage Data (Prismatic) Listed below (Recalc)", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 3 }, "reading_order": 9 }, { "id": "p1398.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 50.88, "t": 468.8, "r": 152.88, "b": 448.24 }, "text": "Elevation Surf.Area (feet) (sq-ft)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p1398.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 216.482518, "t": 487.349994, "r": 270.296053, "b": 465.264204 }, "text": "Inc.Store (cubic-feet)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1398.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 300.957872, "t": 487.349994, "r": 354.946907, "b": 465.264204 }, "text": "Cum.Store (cubic-feet)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1398.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 120.356858, "t": 511.349984, "r": 149.228066, "b": 501.264189 }, "text": "90.00", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1398.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 159.115539, "t": 449.430009, "r": 185.939068, "b": 439.344214 }, "text": "1,500", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1398.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 264.23118, "t": 461.430004, "r": 270.191965, "b": 451.344209 }, "text": "0", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1398.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 348.709858, "t": 461.430004, "r": 354.670642, "b": 451.344209 }, "text": "0", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1398.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 458.88, "t": 448.24, "r": 560.88, "b": 427.68 }, "text": "", "attrs": { "row": 9, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1398.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 74.63997, "t": 449.430009, "r": 101.463499, "b": 439.344214 }, "text": "95.50", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1398.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 159.115539, "t": 461.430004, "r": 185.939068, "b": 451.344209 }, "text": "1,500", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1398.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 328.066676, "t": 449.430009, "r": 354.890205, "b": 439.344214 }, "text": "8,250", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1398.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 243.591108, "t": 449.430009, "r": 270.414636, "b": 439.344214 }, "text": "8,250", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1398.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 458.88, "t": 427.68, "r": 560.88, "b": 407.12 }, "text": "", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1398.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 50.88, "t": 407.12, "r": 560.88, "b": 386.56 }, "text": "Device Routing Invert Outlet Devices", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 23 }, { "id": "p1398.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 70.319972, "t": 411.510024, "r": 140.100814, "b": 389.424234 }, "text": "#1 Device 3\n#2 Device 3", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 24 }, { "id": "p1398.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 180.350366, "t": 411.510024, "r": 209.221574, "b": 389.424234 }, "text": "91.00'\n95.00'", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 25 }, { "id": "p1398.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 220.680155, "t": 411.510024, "r": 520.31863, "b": 389.304234 }, "text": "2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n48.0\" x 48.0\" Horiz. Grate C= 0.600", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 26 }, { "id": "p1398.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 70.319972, "t": 375.510039, "r": 135.319322, "b": 365.424244 }, "text": "#3 Primary", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1398.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 180.353475, "t": 375.510039, "r": 209.224683, "b": 365.424244 }, "text": "87.48'", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1398.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 220.680155, "t": 375.379298, "r": 509.362546, "b": 329.424258 }, "text": "12.0\" Round Culvert L= 27.0' RCP, groove end projecting, Ke= 0.200\nInlet / Outlet Invert= 87.48' / 87.00' S= 0.0178 ' / Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1398.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 54.000667, "t": 315.510063, "r": 411.20089, "b": 269.30428199999994 }, "text": "Primary OutFlow Max=0.00 cfs @ 2.07 hrs HW=91.00' (Free Discharge)\n3=Culvert (Passes 0.00 cfs of 7.87 cfs potential flow)\n1=Orifice (Orifice Controls 0.00 cfs @ 0.03 fps)\n2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true, "merged_continuation": true }, "reading_order": 30 }, { "id": "p1398.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 50.88, "t": 201.52, "r": 560.88, "b": 180.96 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 5 }, "reading_order": 31 } ], "reading_order": 3 }, { "id": "p1398.5", "order": 37, "type": "figure", "bbox": { "l": 225.36, "t": 185.76, "r": 559.2, "b": 170.64 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1398.5.1", "order": 38, "type": "text", "bbox": { "l": 227.04, "t": 183.36, "r": 263.52, "b": 171.6 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1399, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1399.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.2, "r": 565.44, "b": 700.56 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 40", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1399.2", "order": 2, "type": "header", "bbox": { "l": 54.24, "t": 737.52, "r": 398.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1399.3", "order": 3, "type": "caption", "bbox": { "l": 197.52, "t": 688.08, "r": 422.88, "b": 672.96 }, "text": "Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1399.4", "order": 4, "type": "figure", "bbox": { "l": 61.44, "t": 671.76, "r": 552.96, "b": 401.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1.19 cfs Primary\nInflow Area=70,567 sf\nPeak Elev=91.00'\n1\nStorage=1,502 cf\n(cfs)\nFlow\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1399.5", "order": 5, "type": "caption", "bbox": { "l": 196.56, "t": 381.84, "r": 423.6, "b": 367.44 }, "text": "Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1399.6", "order": 6, "type": "figure", "bbox": { "l": 62.4, "t": 360.72, "r": 551.76, "b": 96.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\nPrimary\nGrate\n95\n94\n(feet) 93\nElevation\n92\nOrifice\n91\n90\n0 1 2 3 4 5 6 7 8 9 10 11 12\nDischarge (cfs)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1400, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1400.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 738.96, "r": 563.76, "b": 712.56 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1400.2", "order": 2, "type": "header", "bbox": { "l": 50.64, "t": 737.28, "r": 401.76, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DEP 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1400.3", "order": 3, "type": "text", "bbox": { "l": 517.2, "t": 710.64, "r": 559.2, "b": 699.36 }, "text": "Page 41", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1400.4", "order": 4, "type": "caption", "bbox": { "l": 197.76, "t": 687.6, "r": 422.88, "b": 673.2 }, "text": "Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1400.5", "order": 5, "type": "caption", "bbox": { "l": 237.12, "t": 666.96, "r": 320.16, "b": 655.92 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1400.6", "order": 6, "type": "figure", "bbox": { "l": 62.88, "t": 658.8, "r": 553.2, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (sq-ft)\n0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 Surface\nStorage\n95\n94\n(feet)\n93\nElevation 92\n91\nCustom Stage Data\n90\n0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1401, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1401.1", "order": 1, "type": "header", "bbox": { "l": 350.16, "t": 738.96, "r": 564.72, "b": 703.92 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1401.2", "order": 2, "type": "header", "bbox": { "l": 50.16, "t": 737.52, "r": 380.16, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1401.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.68, "b": 699.12 }, "text": "Page 42", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1401.4", "order": 4, "type": "caption", "bbox": { "l": 162.96, "t": 687.6, "r": 460.32, "b": 672.48 }, "text": "Hydrograph for Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1401.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 330.96, "b": 227.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1401.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 229.76473799999997 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1401.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 229.76473799999997 }, "text": "Inflow (cfs)\n0.00\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1401.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 167.759902, "t": 659.403539, "r": 218.716677, "b": 229.76473799999997 }, "text": "Storage (cubic-feet)\n0\n1,493\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,502\n1,501\n1,501\n1,501\n1,501\n1,501", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1401.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 227.999881, "t": 659.403539, "r": 269.592336, "b": 229.76473799999997 }, "text": "Elevation (feet)\n90.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00\n91.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1401.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 290.879815, "t": 659.403539, "r": 325.784105, "b": 229.76473799999997 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, 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"p1402.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.64, "r": 559.44, "b": 699.12 }, "text": "Page 43", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1402.4", "order": 4, "type": "heading", "bbox": { "l": 150.72, "t": 687.6, "r": 473.52, "b": 672.72 }, "text": "Stage-Discharge for Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p1402.5", "order": 5, "type": "table", "bbox": { "l": 56.64, "t": 662.4, "r": 284.88, "b": 58.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1402.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.05\n90.10\n90.15\n90.20\n90.25\n90.30\n90.35\n90.40\n90.45\n90.50\n90.55\n90.60\n90.65\n90.70\n90.75\n90.80\n90.85\n90.90\n90.95\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1402.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.03\n0.05\n0.06\n0.07\n0.08\n0.09\n0.10\n0.10\n0.11\n0.12\n0.12\n0.13\n0.13\n0.14\n0.14\n0.15\n0.15\n0.16\n0.16\n0.16\n0.17\n0.17\n0.18\n0.18\n0.18\n0.19\n0.19\n0.19\n0.20", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1402.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 64.164805 }, "text": "Elevation (feet)\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50\n94.55\n94.60\n94.65\n94.70\n94.75\n94.80\n94.85\n94.90\n94.95\n95.00\n95.05\n95.10\n95.15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1402.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 64.164805 }, "text": "Primary (cfs)\n0.20\n0.20\n0.21\n0.21\n0.21\n0.22\n0.22\n0.22\n0.23\n0.23\n0.23\n0.23\n0.24\n0.24\n0.24\n0.25\n0.25\n0.25\n0.25\n0.26\n0.26\n0.26\n0.26\n0.27\n0.27\n0.27\n0.27\n0.28\n0.28\n0.28\n0.28\n0.29\n0.29\n0.29\n0.29\n0.30\n0.30\n0.30\n0.30\n0.30\n0.31\n0.31\n0.31\n0.31\n0.32\n0.32\n0.32\n0.32\n0.32\n0.91\n1.98\n3.37", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1402.6", "order": 10, "type": "table", "bbox": { "l": 294.24, "t": 661.92, "r": 399.12, "b": 560.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1402.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 560.964606 }, "text": "Elevation (feet)\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1402.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 396.916832, "b": 560.964606 }, "text": "Primary (cfs)\n5.01\n6.87\n8.93\n11.17\n12.37\n12.41\n12.45", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1403, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 12, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 6, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1403.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.44, "r": 563.28, "b": 707.28 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1403.2", "order": 2, "type": "header", "bbox": { "l": 50.4, "t": 737.52, "r": 396.24, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1403.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.2, "b": 699.12 }, "text": "Page 44", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1403.4", "order": 4, "type": "caption", "bbox": { "l": 143.28, "t": 687.6, "r": 481.92, "b": 672.48 }, "text": "Stage-Area-Storage for Pond 36P: BIORETENTION BASIN 1A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1403.5", "order": 5, "type": "table", "bbox": { "l": 57.36, "t": 659.403539, "r": 256.8, "b": 60.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1403.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n90.00\n90.10\n90.20\n90.30\n90.40\n90.50\n90.60\n90.70\n90.80\n90.90\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1403.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 174.796907, "b": 64.164805 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1403.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.56362, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n150\n300\n450\n600\n750\n900\n1,050\n1,200\n1,350\n1,500\n1,650\n1,800\n1,950\n2,100\n2,250\n2,400\n2,550\n2,700\n2,850\n3,000\n3,150\n3,300\n3,450\n3,600\n3,750\n3,900\n4,050\n4,200\n4,350\n4,500\n4,650\n4,800\n4,950\n5,100\n5,250\n5,400\n5,550\n5,700\n5,850\n6,000\n6,150\n6,300\n6,450\n6,600\n6,750\n6,900\n7,050\n7,200\n7,350\n7,500\n7,650", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 4 }, { "id": "p1403.6", "order": 9, "type": "table", "bbox": { "l": 267.6, "t": 662.16, "r": 468.48, "b": 592.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p1403.6.1", "order": 10, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 594.084593 }, "text": "Elevation (feet)\n95.20\n95.30\n95.40\n95.50", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1403.6.2", "order": 11, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 389.472488, "b": 594.084593 }, "text": "Surface (sq-ft)\n1,500\n1,500\n1,500\n1,500", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1403.6.3", "order": 12, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 466.276417, "b": 594.084593 }, "text": "Storage (cubic-feet)\n7,800\n7,950\n8,100\n8,250", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1404, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "figure": 1, "footer": 1, "heading": 1, "table": 2, "table_cell": 41, "text": 3, "title": 1 }, "build_ms": 9, "items": [ { "id": "p1404.1", "order": 1, "type": "title", "bbox": { "l": 50.88, "t": 738.96, "r": 563.04, "b": 698.88 }, "text": "Analysis - Proposed Conditions NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 45", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p1404.2", "order": 2, "type": "heading", "bbox": { "l": 165.36, "t": 688.08, "r": 456.48, "b": 672.48 }, "text": "Summary for Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1404.3", "order": 3, "type": "table", "bbox": { "l": 50.88, "t": 661.44, "r": 530.88, "b": 609.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "cells_checked": 9, "cells_flagged": 0 } }, "children": [ { "id": "p1404.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 53.999978, "t": 657.2699259999999, "r": 107.625594, "b": 635.184136 }, "text": "Inflow Area =\nInflow =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1404.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 146.277099, "t": 657.2699259999999, "r": 204.695377, "b": 635.184136 }, "text": "18,731 sf,\n0.00 cfs @", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1404.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 212.399956, "t": 657.2699259999999, "r": 528.729336, "b": 635.184136 }, "text": "0.00% Impervious, Inflow Depth = 0.00\" for NJDEP WQ event\n0.00 hrs, Volume= 0 cf", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1404.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 53.999978, "t": 633.269936, "r": 90.343609, "b": 623.184141 }, "text": "Outflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1404.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 146.278921, "t": 633.269936, "r": 183.823285, "b": 623.184141 }, "text": "0.00 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1404.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 370.88, "t": 635.4, "r": 530.88, "b": 622.38 }, "text": "0.00 hrs, Volume= 0 cf, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p1404.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 53.999978, "t": 621.26994, "r": 90.922534, "b": 611.184146 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1404.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 146.276777, "t": 621.26994, "r": 183.821141, "b": 611.184146 }, "text": "0.00 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1404.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 212.399634, "t": 621.26994, "r": 302.462518, "b": 611.184146 }, "text": "0.00 hrs, Volume= 0 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 } ], "reading_order": 2 }, { "id": "p1404.4", "order": 13, "type": "text", "bbox": { "l": 50.64, "t": 600.24, "r": 408.72, "b": 573.6 }, "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.30' @ 0.00 hrs Surf.Area= 63 sf Storage= 0 cf", "reading_order": 3 }, { "id": "p1404.5", "order": 14, "type": "text", "bbox": { "l": 50.88, "t": 564.48, "r": 404.4, "b": 537.6 }, "text": "Plug-Flow detention time = (not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time = (not calculated: no inflow)", "reading_order": 4 }, { "id": "p1404.6", "order": 15, "type": "table", "bbox": { "l": 50.16, "t": 528.48, "r": 559.44, "b": 254.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 5, "integrity": { "cells_checked": 31, "cells_flagged": 1, "flags": [ { "row": 6, "col": 0, "coverage": 0, "text": "#3" } ] } }, "children": [ { "id": "p1404.6.1", "order": 16, "type": "table_cell", "bbox": { "l": 53.999978, "t": 525.2699789999999, "r": 90.343609, "b": 515.184184 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1404.6.2", "order": 17, "type": "table_cell", "bbox": { "l": 122.153505, "t": 525.2699789999999, "r": 148.966313, "b": 515.184184 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1404.6.3", "order": 18, "type": "table_cell", "bbox": { "l": 170.993876, "t": 525.2699789999999, "r": 234.750681, "b": 515.184184 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1404.6.4", "order": 19, "type": "table_cell", "bbox": { "l": 246.106082, "t": 525.2699789999999, "r": 340.245733, "b": 515.184184 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1404.6.5", "order": 20, "type": "table_cell", "bbox": { "l": 65.999974, "t": 511.349984, "r": 77.921542, "b": 501.264189 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1404.6.6", "order": 21, "type": "table_cell", "bbox": { "l": 120.356858, "t": 511.349984, "r": 149.228066, "b": 501.264189 }, "text": "94.30'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1404.6.7", "order": 22, "type": "table_cell", "bbox": { "l": 205.19329, "t": 511.349984, "r": 234.396844, "b": 501.264189 }, "text": "307 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1404.6.8", "order": 23, "type": "table_cell", "bbox": { "l": 246.12018, "t": 511.219244, "r": 402.794461, "b": 501.14419 }, "text": "Custom Stage Data (Prismatic)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1404.6.9", "order": 24, "type": "table_cell", "bbox": { "l": 401.140595, "t": 511.349984, "r": 503.073966, "b": 501.264189 }, "text": "Listed below (Recalc)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1404.6.10", "order": 25, "type": "table_cell", "bbox": { "l": 57.360224, "t": 487.349994, "r": 101.463499, "b": 427.344219 }, "text": "Elevation\\n(feet)\n94.30\n95.00\n96.00", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1404.6.11", "order": 26, "type": "table_cell", "bbox": { "l": 140.512306, "t": 487.349994, "r": 185.877852, "b": 427.344219 }, "text": "Surf.Area\\n(sq-ft)\n63\n148\n319", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1404.6.12", "order": 27, "type": "table_cell", "bbox": { "l": 227.391271, "t": 487.349994, "r": 354.572767, "b": 427.344219 }, "text": "Inc.Store\\n(cubic-feet)\n0\n74\n234", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 }, { "id": "p1404.6.13", "order": 28, "type": "table_cell", "bbox": { "l": 216.482518, "t": 487.349994, "r": 354.946907, "b": 427.344219 }, "text": "Cum.Store\\n(cubic-feet)\n0\n74\n307", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1404.6.14", "order": 29, "type": "table_cell", "bbox": { "l": 98.396766, "t": 387.510034, "r": 131.159638, "b": 377.424239 }, "text": "Device", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1404.6.15", "order": 30, "type": "table_cell", "bbox": { "l": 98.393254, "t": 413.430024, "r": 135.337251, "b": 403.344229 }, "text": "Routing", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1404.6.16", "order": 31, "type": "table_cell", "bbox": { "l": 182.154172, "t": 413.430024, "r": 208.96698, "b": 403.344229 }, "text": "Invert", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1404.6.17", "order": 32, "type": "table_cell", "bbox": { "l": 220.674561, "t": 413.430024, "r": 290.381429, "b": 403.344229 }, "text": "Outlet Devices", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1404.6.18", "order": 33, "type": "table_cell", "bbox": { "l": 70.319972, "t": 399.510029, "r": 82.24154, "b": 389.424234 }, "text": "#1", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1404.6.19", "order": 34, "type": "table_cell", "bbox": { "l": 98.396766, "t": 399.510029, "r": 140.100814, "b": 389.424234 }, "text": "Device 3", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1404.6.20", "order": 35, "type": "table_cell", "bbox": { "l": 180.350366, "t": 399.510029, "r": 209.221574, "b": 389.424234 }, "text": "94.80'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1404.6.21", "order": 36, "type": "table_cell", "bbox": { "l": 220.680155, "t": 399.510029, "r": 357.34582, "b": 389.304234 }, "text": "5.0\" Vert. Orifice C = 0.600", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1404.6.22", "order": 37, "type": "table_cell", "bbox": { "l": 366.002933, "t": 399.510029, "r": 520.31863, "b": 389.424234 }, "text": "Limited to weir flow at low heads", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1404.6.23", "order": 38, "type": "table_cell", "bbox": { "l": 70.319972, "t": 387.510034, "r": 82.24154, "b": 377.424239 }, "text": "#2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1404.6.24", "order": 39, "type": "table_cell", "bbox": { "l": 53.999993, "t": 413.430024, "r": 86.762864, "b": 353.424249 }, "text": "Device 3", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1404.6.25", "order": 40, "type": "table_cell", "bbox": { "l": 180.350366, "t": 387.510034, "r": 209.221574, "b": 377.424239 }, "text": "95.50'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1404.6.26", "order": 41, "type": "table_cell", "bbox": { "l": 220.680155, "t": 387.510034, "r": 399.825918, "b": 377.304239 }, "text": "48.0\" x 48.0\" Horiz. Grate C = 0.600", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1404.6.27", "order": 42, "type": "table_cell", "bbox": { "l": 457.584, "t": 329.1491, "r": 559.44, "b": 304.2327 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1404.6.28", "order": 43, "type": "table_cell", "bbox": { "l": 50.16, "t": 304.2327, "r": 152.016, "b": 279.3164 }, "text": "#3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1404.6.29", "order": 44, "type": "table_cell", "bbox": { "l": 98.396766, "t": 363.510044, "r": 135.319322, "b": 353.424249 }, "text": "Primary", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1404.6.30", "order": 45, "type": "table_cell", "bbox": { "l": 180.353475, "t": 363.510044, "r": 209.224683, "b": 353.424249 }, "text": "92.03'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1404.6.31", "order": 46, "type": "table_cell", "bbox": { "l": 220.680155, "t": 363.379303, "r": 475.365808, "b": 317.424263 }, "text": "12.0\" Round Culvert\\n L = 30.0' RCP, groove end projecting, Ke = 0.200\\nInlet / Outlet Invert= $ 92.03'/91.65' $ S = 0.0127'/' Cc = 0.900\\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1404.6.32", "order": 47, "type": "table_cell", "bbox": { "l": 54.000667, "t": 303.510068, "r": 411.20089, "b": 257.30428700000004 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=94.30' (Free Discharge)\\n ↑3=Culvert (Passes 0.00 cfs of 5.72 cfs potential flow)\\n ↑1=Orifice ( Controls 0.00 cfs)\\n—2=Grate ( Controls 0.00 cfs)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true }, "reading_order": 31 } ], "reading_order": 5 }, { "id": "p1404.7", "order": 48, "type": "figure", "bbox": { "l": 126.96, "t": 183.36, "r": 558.48, "b": 159.12 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p1404.7.1", "order": 49, "type": "text", "bbox": { "l": 127.68, "t": 172.08, "r": 164.4, "b": 160.08 }, "text": "Culvert", "reading_order": 0 } ], "reading_order": 6 }, { "id": "p1404.8", "order": 50, "type": "footer", "bbox": { "l": 68.88, "t": 234, "r": 250.8, "b": 199.92 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1405, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1405.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 738.96, "r": 564, "b": 700.56 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025\ntions LLC Page 46", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1405.2", "order": 2, "type": "header", "bbox": { "l": 51.6, "t": 737.52, "r": 393.6, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1405.3", "order": 3, "type": "caption", "bbox": { "l": 205.44, "t": 687.84, "r": 414, "b": 673.2 }, "text": "Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1405.4", "order": 4, "type": "figure", "bbox": { "l": 61.68, "t": 673.2, "r": 552.72, "b": 400.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n1 Primary\nInflow Area=18,731 sf\nPeak Elev=94.30'\nStorage=0 cf\n(cfs)\nFlow\n0.00 cfs\n0.00 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1405.5", "order": 5, "type": "caption", "bbox": { "l": 204.48, "t": 381.6, "r": 414.72, "b": 367.44 }, "text": "Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1405.6", "order": 6, "type": "caption", "bbox": { "l": 244.08, "t": 362.16, "r": 314.16, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1405.7", "order": 7, "type": "figure", "bbox": { "l": 62.16, "t": 359.28, "r": 552, "b": 96.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Discharge\n96\nPrimary\nGrate\n(feet)\nElevation 95\nOrifice\n0 1 2 3 4 5 6 7 8\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1406, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 3 }, "build_ms": 0, "items": [ { "id": "p1406.1", "order": 1, "type": "header", "bbox": { "l": 350.64, "t": 739.44, "r": 564.48, "b": 712.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1406.2", "order": 2, "type": "header", "bbox": { "l": 455.76, "t": 738.48, "r": 564.72, "b": 699.84 }, "text": "’ WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 47", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1406.3", "order": 3, "type": "header", "bbox": { "l": 51.36, "t": 737.52, "r": 394.32, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1406.4", "order": 4, "type": "caption", "bbox": { "l": 205.44, "t": 687.6, "r": 414.24, "b": 673.2 }, "text": "Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1406.5", "order": 5, "type": "caption", "bbox": { "l": 236.88, "t": 667.2, "r": 320.88, "b": 655.68 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1406.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 665.04, "r": 552.72, "b": 399.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Stage-Area-Storage\nSurface/Horizontal/Wetted Area (sq-ft)\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Surface\nStorage\n96\n(feet)\nElevation\n95\nCustom Stage Data\n0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300\nStorage (cubic-feet)" }, "reading_order": 5 } ] }, { "document_id": 12617, "page": 1407, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 14, "counts_by_type": { "caption": 1, "header": 2, "table": 2, "table_cell": 8, "text": 1 }, "build_ms": 25, "items": [ { "id": "p1407.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 738.96, "r": 565.2, "b": 705.6 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\" Printed 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1407.2", "order": 2, "type": "header", "bbox": { "l": 49.92, "t": 737.76, "r": 378.96, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ D\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions L", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1407.3", "order": 3, "type": "text", "bbox": { "l": 516.96, "t": 710.64, "r": 559.44, "b": 699.12 }, "text": "Page 48", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1407.4", "order": 4, "type": "caption", "bbox": { "l": 170.64, "t": 687.6, "r": 452.4, "b": 672.48 }, "text": "Hydrograph for Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1407.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 662.4, "r": 256.8, "b": 61.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1407.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 53.999983, "t": 659.403539, "r": 85.553199, "b": 64.164805 }, "text": "Time (hours)\n0.00\n1.00\n2.00\n3.00\n4.00\n5.00\n6.00\n7.00\n8.00\n9.00\n10.00\n11.00\n12.00\n13.00\n14.00\n15.00\n16.00\n17.00\n18.00\n19.00\n20.00\n21.00\n22.00\n23.00\n24.00\n25.00\n26.00\n27.00\n28.00\n29.00\n30.00\n31.00\n32.00\n33.00\n34.00\n35.00\n36.00\n37.00\n38.00\n39.00\n40.00\n41.00\n42.00\n43.00\n44.00\n45.00\n46.00\n47.00\n48.00\n49.00\n50.00\n51.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1407.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.159892, "t": 659.403539, "r": 142.793111, "b": 64.164805 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1407.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 152.279885, "t": 659.403539, "r": 193.874018, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1407.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 215.159819, "t": 659.403539, "r": 250.065885, "b": 64.164805 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p1407.6", "order": 10, "type": "table", "bbox": { "l": 267.12, "t": 663.84, "r": 468, "b": 404.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 4, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p1407.6.1", "order": 11, "type": "table_cell", "bbox": { "l": 269.519897, "t": 659.403539, "r": 301.036894, "b": 406.404668 }, "text": "Time (hours)\n52.00\n53.00\n54.00\n55.00\n56.00\n57.00\n58.00\n59.00\n60.00\n61.00\n62.00\n63.00\n64.00\n65.00\n66.00\n67.00\n68.00\n69.00\n70.00\n71.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1407.6.2", "order": 12, "type": "table_cell", "bbox": { "l": 331.679806, "t": 659.403539, "r": 357.468726, "b": 406.404668 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1407.6.3", "order": 13, "type": "table_cell", "bbox": { "l": 367.799799, "t": 659.403539, "r": 408.365954, "b": 406.404668 }, "text": "Elevation (feet)\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30\n94.30", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1407.6.4", "order": 14, "type": "table_cell", "bbox": { "l": 430.679733, "t": 659.403539, "r": 464.741401, "b": 406.404668 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1408, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 50, "counts_by_type": { "caption": 1, "header": 3, "table": 2, "table_cell": 44 }, "build_ms": 27, "items": [ { "id": "p1408.1", "order": 1, "type": "header", "bbox": { "l": 350.88, "t": 739.68, "r": 564, "b": 713.04 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1408.2", "order": 2, "type": "header", "bbox": { "l": 454.32, "t": 739.68, "r": 564.72, "b": 700.32 }, "text": "P WQ Rainfall=1.25\"\nPrinted 12/19/2025\nPage 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1408.3", "order": 3, "type": "header", "bbox": { "l": 49.68, "t": 737.76, "r": 385.44, "b": 699.36 }, "text": "Analysis - Proposed Conditions NJ DE\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 2 }, { "id": "p1408.4", "order": 4, "type": "caption", "bbox": { "l": 157.2, "t": 687.84, "r": 465.36, "b": 672.72 }, "text": "Stage-Discharge for Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1408.5", "order": 5, "type": "table", "bbox": { "l": 56.4, "t": 662.64, "r": 404.64, "b": 55.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 42, "cells_flagged": 0 } }, "children": [ { "id": "p1408.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 130.40477799999996 }, "text": "Elevation (feet)\n94.30\n94.31\n94.32\n94.33\n94.34\n94.35\n94.36\n94.37\n94.38\n94.39\n94.40\n94.41\n94.42\n94.43\n94.44\n94.45\n94.46\n94.47\n94.48\n94.49\n94.50\n94.51\n94.52\n94.53\n94.54\n94.55\n94.56\n94.57\n94.58\n94.59\n94.60\n94.61\n94.62\n94.63\n94.64\n94.65\n94.66\n94.67\n94.68\n94.69\n94.70\n94.71\n94.72\n94.73\n94.74\n94.75", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1408.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 120.359911, "t": 659.403539, "r": 154.428807, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1408.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 178.199929, "t": 659.403539, "r": 218.766084, "b": 130.40477799999996 }, "text": "Elevation (feet)\n94.82\n94.83\n94.84\n94.85\n94.86\n94.87\n94.88\n94.89\n94.90\n94.91\n94.92\n94.93\n94.94\n94.95\n94.96\n94.97\n94.98\n94.99\n95.00\n95.01\n95.02\n95.03\n95.04\n95.05\n95.06\n95.07\n95.08\n95.09\n95.10\n95.11\n95.12\n95.13\n95.14\n95.15\n95.16\n95.17\n95.18\n95.19\n95.20\n95.21\n95.22\n95.23\n95.24\n95.25\n95.26\n95.27", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1408.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 241.079862, "t": 659.403539, "r": 275.148759, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.02\n0.02\n0.03\n0.03\n0.04\n0.04\n0.05\n0.06\n0.07\n0.07\n0.08\n0.09\n0.10\n0.11\n0.12\n0.13\n0.14\n0.15\n0.16\n0.17\n0.18\n0.19\n0.20\n0.21\n0.22\n0.23\n0.24\n0.25\n0.26\n0.27\n0.27\n0.28\n0.29\n0.30\n0.30\n0.31\n0.32\n0.32\n0.33\n0.34", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1408.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 298.91988, "t": 659.403539, "r": 339.486036, "b": 130.40477799999996 }, "text": "Elevation (feet)\n95.34\n95.35\n95.36\n95.37\n95.38\n95.39\n95.40\n95.41\n95.42\n95.43\n95.44\n95.45\n95.46\n95.47\n95.48\n95.49\n95.50\n95.51\n95.52\n95.53\n95.54\n95.55\n95.56\n95.57\n95.58\n95.59\n95.60\n95.61\n95.62\n95.63\n95.64\n95.65\n95.66\n95.67\n95.68\n95.69\n95.70\n95.71\n95.72\n95.73\n95.74\n95.75\n95.76\n95.77\n95.78\n95.79", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1408.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 361.799814, "t": 659.403539, "r": 395.868711, "b": 130.40477799999996 }, "text": "Primary (cfs)\n0.38\n0.38\n0.39\n0.39\n0.40\n0.41\n0.41\n0.42\n0.42\n0.43\n0.43\n0.44\n0.44\n0.45\n0.45\n0.46\n0.46\n0.52\n0.62\n0.75\n0.90\n1.07\n1.26\n1.46\n1.68\n1.91\n2.16\n2.42\n2.69\n2.97\n3.26\n3.57\n3.88\n4.20\n4.53\n4.88\n5.23\n5.58\n5.95\n6.33\n6.71\n7.11\n7.51\n7.87\n7.88\n7.89", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1408.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 73.319971, "t": 128.64375199999995, "r": 97.996975, "b": 119.36478299999999 }, "text": "94.76", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1408.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 135.235581, "t": 117.60375599999998, "r": 154.428807, "b": 108.32478700000001 }, "text": "0.00", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1408.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 194.039922, "t": 128.64375199999995, "r": 218.716927, "b": 119.36478299999999 }, "text": "95.28", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1408.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 255.955533, "t": 128.64375199999995, "r": 275.148759, "b": 119.36478299999999 }, "text": "0.34", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1408.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 314.759874, "t": 128.64375199999995, "r": 339.436879, "b": 119.36478299999999 }, "text": "95.80", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1408.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 376.675485, "t": 128.64375199999995, "r": 395.868711, "b": 119.36478299999999 }, "text": "7.90", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1408.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 73.319971, "t": 117.60375599999998, "r": 97.996975, "b": 108.32478700000001 }, "text": "94.77", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1408.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 135.235581, "t": 106.56376, "r": 154.428807, "b": 97.28479100000004 }, "text": "0.00", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1408.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 194.039922, "t": 117.60375599999998, "r": 218.716927, "b": 108.32478700000001 }, "text": "95.29", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1408.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 255.955533, "t": 106.56376, "r": 275.148759, "b": 97.28479100000004 }, "text": "0.35", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1408.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 314.759874, "t": 117.60375599999998, "r": 339.436879, "b": 108.32478700000001 }, "text": "95.81", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1408.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 376.675485, "t": 117.60375599999998, "r": 395.868711, "b": 108.32478700000001 }, "text": "7.92", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1408.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 73.319971, "t": 106.56376, "r": 97.996975, "b": 97.28479100000004 }, "text": "94.78", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1408.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 135.235581, "t": 95.52376500000003, "r": 154.428807, "b": 86.24479599999995 }, "text": "0.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1408.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 194.039922, "t": 106.56376, "r": 218.716927, "b": 97.28479100000004 }, "text": "95.30", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1408.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 255.955533, "t": 117.60375599999998, "r": 275.148759, "b": 108.32478700000001 }, "text": "0.35", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1408.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 314.759874, "t": 106.56376, "r": 339.436879, "b": 97.28479100000004 }, "text": "95.82", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1408.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 376.675485, "t": 106.56376, "r": 395.868711, "b": 97.28479100000004 }, "text": "7.93", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1408.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 73.319971, "t": 95.52376500000003, "r": 97.996975, "b": 86.24479599999995 }, "text": "94.79", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1408.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 135.235581, "t": 84.48376900000005, "r": 154.428807, "b": 75.20479999999998 }, "text": "0.00", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1408.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 194.039922, "t": 95.52376500000003, "r": 218.716927, "b": 86.24479599999995 }, "text": "95.31", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1408.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 255.955533, "t": 95.52376500000003, "r": 275.148759, "b": 86.24479599999995 }, "text": "0.36", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1408.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 314.759874, "t": 95.52376500000003, "r": 339.436879, "b": 86.24479599999995 }, "text": "95.83", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1408.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 376.675485, "t": 95.52376500000003, "r": 395.868711, "b": 86.24479599999995 }, "text": "7.94", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1408.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 73.319971, "t": 84.48376900000005, "r": 97.996975, "b": 75.20479999999998 }, "text": "94.80", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1408.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 135.235581, "t": 73.44377399999996, "r": 154.428807, "b": 64.164805 }, "text": "0.00", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1408.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 194.039922, "t": 84.48376900000005, "r": 218.716927, "b": 75.20479999999998 }, "text": "95.32", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1408.5.34", "order": 39, "type": "table_cell", "bbox": { "l": 255.955533, "t": 73.44377399999996, "r": 275.148759, "b": 64.164805 }, "text": "0.37", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1408.5.35", "order": 40, "type": "table_cell", "bbox": { "l": 314.759874, "t": 84.48376900000005, "r": 339.436879, "b": 75.20479999999998 }, "text": "95.84", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1408.5.36", "order": 41, "type": "table_cell", "bbox": { "l": 376.675485, "t": 84.48376900000005, "r": 395.868711, "b": 75.20479999999998 }, "text": "7.95", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1408.5.37", "order": 42, "type": "table_cell", "bbox": { "l": 73.319971, "t": 73.44377399999996, "r": 97.996975, "b": 64.164805 }, "text": "94.81", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1408.5.38", "order": 43, "type": "table_cell", "bbox": { "l": 135.235581, "t": 128.64375199999995, "r": 154.428807, "b": 119.36478299999999 }, "text": "0.00", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1408.5.39", "order": 44, "type": "table_cell", "bbox": { "l": 194.039922, "t": 73.44377399999996, "r": 218.716927, "b": 64.164805 }, "text": "95.33", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1408.5.40", "order": 45, "type": "table_cell", "bbox": { "l": 255.955533, "t": 84.48376900000005, "r": 275.148759, "b": 75.20479999999998 }, "text": "0.37", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1408.5.41", "order": 46, "type": "table_cell", "bbox": { "l": 314.759874, "t": 73.44377399999996, "r": 339.436879, "b": 64.164805 }, "text": "95.85", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1408.5.42", "order": 47, "type": "table_cell", "bbox": { "l": 376.675485, "t": 73.44377399999996, "r": 395.868711, "b": 64.164805 }, "text": "7.97", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 } ], "reading_order": 4 }, { "id": "p1408.6", "order": 48, "type": "table", "bbox": { "l": 414.48, "t": 662.16, "r": 519.6, "b": 472.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1408.6.1", "order": 49, "type": "table_cell", "bbox": { "l": 419.639832, "t": 659.403539, "r": 460.205987, "b": 472.644641 }, "text": "Elevation (feet)\n95.86\n95.87\n95.88\n95.89\n95.90\n95.91\n95.92\n95.93\n95.94\n95.95\n95.96\n95.97\n95.98\n95.99\n96.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1408.6.2", "order": 50, "type": "table_cell", "bbox": { "l": 482.519766, "t": 659.403539, "r": 517.433015, "b": 472.644641 }, "text": "Primary (cfs)\n7.98\n7.99\n8.00\n8.02\n8.03\n8.04\n8.05\n8.07\n8.08\n8.09\n8.10\n8.12\n8.13\n8.14\n8.15", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 } ], "reading_order": 5 } ] }, { "document_id": 12617, "page": 1409, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 11, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 11, "items": [ { "id": "p1409.1", "order": 1, "type": "header", "bbox": { "l": 350.4, "t": 739.44, "r": 563.76, "b": 712.8 }, "text": "NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrinted 12/19/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1409.2", "order": 2, "type": "header", "bbox": { "l": 50.88, "t": 738, "r": 394.08, "b": 699.12 }, "text": "Analysis - Proposed Conditions NJ DEP\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1409.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.88, "r": 559.44, "b": 698.88 }, "text": "Page 50", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1409.4", "order": 4, "type": "caption", "bbox": { "l": 150, "t": 687.84, "r": 474, "b": 672.24 }, "text": "Stage-Area-Storage for Pond 45P: BIORENTION BASIN 2A", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1409.5", "order": 5, "type": "table", "bbox": { "l": 54.24, "t": 667.68, "r": 469.68, "b": 62.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 6, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p1409.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 57.479977, "t": 659.403539, "r": 98.046132, "b": 64.164805 }, "text": "Elevation (feet)\n94.30\n94.32\n94.34\n94.36\n94.38\n94.40\n94.42\n94.44\n94.46\n94.48\n94.50\n94.52\n94.54\n94.56\n94.58\n94.60\n94.62\n94.64\n94.66\n94.68\n94.70\n94.72\n94.74\n94.76\n94.78\n94.80\n94.82\n94.84\n94.86\n94.88\n94.90\n94.92\n94.94\n94.96\n94.98\n95.00\n95.02\n95.04\n95.06\n95.08\n95.10\n95.12\n95.14\n95.16\n95.18\n95.20\n95.22\n95.24\n95.26\n95.28\n95.30\n95.32", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1409.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 139.439848, "t": 659.403539, "r": 173.803116, "b": 64.164805 }, "text": "Surface (sq-ft)\n63\n65\n68\n70\n73\n75\n78\n80\n82\n85\n87\n90\n92\n95\n97\n99\n102\n104\n107\n109\n112\n114\n116\n119\n121\n124\n126\n129\n131\n133\n136\n138\n141\n143\n146\n148\n151\n155\n158\n162\n165\n169\n172\n175\n179\n182\n186\n189\n192\n196\n199\n203", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1409.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 199.559846, "t": 659.403539, "r": 249.556293, "b": 64.164805 }, "text": "Storage (cubic-feet)\n0\n1\n3\n4\n5\n7\n8\n10\n12\n13\n15\n17\n19\n20\n22\n24\n26\n28\n31\n33\n35\n37\n39\n42\n44\n47\n49\n52\n54\n57\n60\n62\n65\n68\n71\n74\n77\n80\n83\n86\n90\n93\n96\n100\n103\n107\n111\n114\n118\n122\n126\n130", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1409.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 273.239891, "t": 659.403539, "r": 313.806046, "b": 262.884725 }, "text": "Elevation (feet)\n95.34\n95.36\n95.38\n95.40\n95.42\n95.44\n95.46\n95.48\n95.50\n95.52\n95.54\n95.56\n95.58\n95.60\n95.62\n95.64\n95.66\n95.68\n95.70\n95.72\n95.74\n95.76\n95.78\n95.80\n95.82\n95.84\n95.86\n95.88\n95.90\n95.92\n95.94\n95.96\n95.98\n96.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1409.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 355.199762, "t": 659.403539, "r": 390.251117, "b": 262.884725 }, "text": "Surface (sq-ft)\n206\n210\n213\n216\n220\n223\n227\n230\n234\n237\n240\n244\n247\n251\n254\n257\n261\n264\n268\n271\n275\n278\n281\n285\n288\n292\n295\n298\n302\n305\n309\n312\n316\n319", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1409.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 415.31976, "t": 659.403539, "r": 465.966519, "b": 262.884725 }, "text": "Storage (cubic-feet)\n134\n138\n142\n147\n151\n156\n160\n165\n169\n174\n179\n184\n188\n193\n198\n204\n209\n214\n219\n225\n230\n236\n241\n247\n253\n258\n264\n270\n276\n282\n289\n295\n301\n307", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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"Multi-Event Tables", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p1421.9", "order": 27, "type": "list", "bbox": { "l": 56.4, "t": 375.36, "r": 252.48, "b": 243.84 }, "text": "", "attrs": { "item_count": 11 }, "children": [ { "id": "p1421.9.1", "order": 28, "type": "list_item", "bbox": { "l": 56.4, "t": 375.36, "r": 220.32, "b": 363.6 }, "text": "51 Subcat 18S: DA-P1 PERVIOUS", "reading_order": 0 }, { "id": "p1421.9.2", "order": 29, "type": "list_item", "bbox": { "l": 57.12, "t": 363.36, "r": 231.12, "b": 352.08 }, "text": "52 Subcat 19S: DA-P1 IMPERVIOUS", "reading_order": 1 }, { "id": "p1421.9.3", "order": 30, "type": "list_item", "bbox": { "l": 57.36, "t": 351.6, "r": 220.8, "b": 339.84 }, "text": "53 Subcat 20S: DA-P2 PERVIOUS", "reading_order": 2 }, { "id": "p1421.9.4", "order": 31, "type": "list_item", "bbox": { "l": 57.36, "t": 339.36, "r": 231.12, "b": 327.6 }, "text": "54 Subcat 22S: DA-P2 IMPERVIOUS", "reading_order": 3 }, { "id": "p1421.9.5", "order": 32, "type": "list_item", "bbox": { "l": 57.36, "t": 327.6, "r": 220.8, "b": 315.6 }, "text": "55 Subcat 23S: DA-P3 PERVIOUS", "reading_order": 4 }, { "id": "p1421.9.6", "order": 33, "type": "list_item", "bbox": { "l": 57.6, "t": 315.6, "r": 230.88, "b": 303.36 }, "text": "56 Subcat 24S: DA-P3 IMPERVIOUS", "reading_order": 5 }, { "id": "p1421.9.7", "order": 34, "type": "list_item", "bbox": { "l": 57.12, "t": 303.36, "r": 252.48, "b": 291.84 }, "text": "57 Pond 12P: PERVIOUS PAVEMENT 2B", "reading_order": 6 }, { "id": "p1421.9.8", "order": 35, "type": "list_item", "bbox": { "l": 57.36, "t": 291.6, "r": 239.04, "b": 279.6 }, "text": "58 Pond 13P: BIORENTION BASIN 3A", "reading_order": 7 }, { "id": "p1421.9.9", "order": 36, "type": "list_item", "bbox": { "l": 57.12, "t": 279.36, "r": 252.24, "b": 268.08 }, "text": "59 Pond 14P: PERVIOUS PAVEMENT 3B", "reading_order": 8 }, { "id": "p1421.9.10", "order": 37, "type": "list_item", "bbox": { "l": 57.6, "t": 267.36, "r": 251.28, "b": 255.6 }, "text": "60 Pond 36P: BIORETENTION BASIN 1A", "reading_order": 9 }, { "id": "p1421.9.11", "order": 38, "type": "list_item", "bbox": { "l": 57.84, "t": 255.36, "r": 239.04, "b": 243.84 }, "text": "61 Pond 45P: BIORENTION BASIN 2A", "reading_order": 10 } ], "reading_order": 8 } ] }, { "document_id": 12617, "page": 1422, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p1422.1", "order": 1, "type": "text", "bbox": { "l": 207.6, "t": 770.64, "r": 404.64, "b": 727.2 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. 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"block_label": "aside_text" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 1429, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 6, "counts_by_type": { "header": 1, "text": 5 }, "build_ms": 0, "items": [ { "id": "p1429.1", "order": 1, "type": "header", "bbox": { "l": 52.08, "t": 737.76, "r": 559.92, "b": 698.4 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 7", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1429.2", "order": 2, "type": "text", "bbox": { "l": 104.64, "t": 688.08, "r": 506.4, "b": 649.44 }, "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method", "reading_order": 1 }, { "id": "p1429.3", "order": 3, "type": "text", "bbox": { "l": 51.36, "t": 640.56, "r": 559.44, "b": 613.92 }, "text": "Subcatchment 35S: COUNTY SYSTEM Runoff Area=0.190 ac 68.42% Impervious Runoff Depth=2.18\" Flow Length=276' Slope=0.0100'/' Tc=2.3 min CN=39/98 Runoff=0.44 cfs 1,505 cf", "reading_order": 2 }, { "id": "p1429.4", "order": 4, "type": "text", "bbox": { "l": 51.6, "t": 603.6, "r": 191.52, "b": 589.68 }, "text": "Pond CB-1: County Basin-1", "reading_order": 3 }, { "id": "p1429.5", "order": 5, "type": "text", "bbox": { "l": 279.36, "t": 604.32, "r": 560.88, "b": 579.6 }, "text": "Peak Elev=88.91' Storage=0.009 af Inflow=0.44 cfs 1,505 cf Outflow=0.06 cfs 1,505 cf", "reading_order": 4 }, { "id": "p1429.6", "order": 6, "type": "text", "bbox": { "l": 131.52, "t": 568.56, "r": 561.36, "b": 541.68 }, "text": "Total Runoff Area = 8,276 sf Runoff Volume = 1,505 cf Average Runoff Depth = 2.18\"\n31.58% Pervious = 2,614 sf 68.42% Impervious = 5,663 sf", "reading_order": 5 } ] }, { "document_id": 12617, "page": 1430, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 24, "counts_by_type": { "caption": 2, "figure": 1, "header": 1, "table": 1, "table_cell": 12, "text": 6, "title": 1 }, "build_ms": 3, "items": [ { "id": "p1430.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 560.88, "b": 698.64 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1430.2", "order": 2, "type": "title", "bbox": { "l": 155.76, "t": 687.84, "r": 457.44, "b": 672.72 }, "text": "Summary for Subcatchment 35S: COUNTY SYSTEM", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p1430.3", "order": 3, "type": "text", "bbox": { "l": 53.04, "t": 660.24, "r": 303.84, "b": 634.32 }, "text": "Runoff = 0.44 cfs @ 12.11 hrs, Volume=\nRouted to Pond CB-1 : County Basin-1\n1,505 cf, Depth= 2.18\"", "reading_order": 2 }, { "id": "p1430.4", "order": 4, "type": "text", "bbox": { "l": 348.24, "t": 660, "r": 463.68, "b": 646.56 }, "text": "1,505 cf, Depth= 2.18\"", "reading_order": 3 }, { "id": "p1430.5", "order": 5, "type": "text", "bbox": { "l": 52.08, "t": 623.76, "r": 611.52, "b": 598.08 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42\"", "reading_order": 4 }, { "id": "p1430.6", "order": 6, "type": "table", "bbox": { "l": 52.8, "t": 588, "r": 559.2, "b": 451.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 0 } }, "children": [ { "id": "p1430.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 69, "t": 587.142469, "r": 112.857606, "b": 575.177889 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1430.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 129.550125, "t": 587.142469, "r": 145.032977, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1430.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.601768, "t": 499.302451, "r": 340.102911, "b": 487.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1430.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.6, "t": 588, "r": 559.2, "b": 570.99 }, "text": "", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1430.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 86.399998, "t": 573.222448, "r": 113.029037, "b": 511.337871 }, "text": "0.130\n0.060\n0.190\n0.060\n0.130", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1430.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 133.227307, "t": 573.222448, "r": 145.084677, "b": 511.337871 }, "text": "98\n39\n79\n39\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1430.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 159.386425, "t": 573.222448, "r": 318.526406, "b": 511.337871 }, "text": "Paved parking, HSG A\n>75% Grass cover, Good, HSG A\nWeighted Average\n31.58% Pervious Area\n68.42% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1430.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 432.6, "t": 570.99, "r": 559.2, "b": 553.98 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1430.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 65.040001, "t": 499.302451, "r": 89.475992, "b": 461.417872 }, "text": "Tc (min)\n2.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1430.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 100.248415, "t": 499.302451, "r": 132.68142, "b": 461.417872 }, "text": "Length (feet)\n276", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1430.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 143.445254, "t": 499.302451, "r": 175.895438, "b": 461.417872 }, "text": "Slope (ft/ft)\n0.0100", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 10 }, { "id": "p1430.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 186.552062, "t": 499.302451, "r": 223.968178, "b": 461.417872 }, "text": "Velocity (ft/sec)\n2.03", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p1430.7", "order": 19, "type": "text", "bbox": { "l": 285.36, "t": 461.04, "r": 387.84, "b": 448.56 }, "text": "Paved Kv= 20.3 fps", "reading_order": 6 }, { "id": "p1430.8", "order": 20, "type": "text", "bbox": { "l": 347.52, "t": 404.4, "r": 540, "b": 391.68 }, "text": "Subcatchment 35S: COUNTY SYSTEM", "reading_order": 7 }, { "id": "p1430.9", "order": 21, "type": "caption", "bbox": { "l": 193.92, "t": 375.12, "r": 417.6, "b": 360.48 }, "text": "Subcatchment 35S: COUNTY SYSTEM", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p1430.10", "order": 22, "type": "caption", "bbox": { "l": 254.64, "t": 354.24, "r": 306, "b": 343.44 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p1430.11", "order": 23, "type": "figure", "bbox": { "l": 65.28, "t": 350.16, "r": 496.56, "b": 89.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "0.48\n0.46 0.44 cfs\n0.42 NOAA 24-hr D\n0.44\n0.4\n0.38 2 YR-C Rainfall=3.42\"\n0.36\n0.34 Runoff Area=0.190 ac\n0.32\n0.3 Runoff Volume=1,505 cf\n0.28\n(cfs) 0.26 Runoff Depth=2.18\"\n0.24\nFlow 0.22 Flow Length=276'\n0.2\nSlope=0.0100 '/'\n0.18\n0.16\nTc=2.3 min\n0.14\n0.12\n0.08 CN=39/98\n0.1\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 10 }, { "id": "p1430.12", "order": 24, "type": "text", "bbox": { "l": 511.68, "t": 332.4, "r": 546.24, "b": 321.36 }, "text": "Runoff", "reading_order": 11 } ] }, { "document_id": 12617, "page": 1431, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 8, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 5 }, "build_ms": 9, "items": [ { "id": "p1431.1", "order": 1, "type": "header", "bbox": { "l": 52.32, "t": 738.48, "r": 562.32, "b": 698.64 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 9", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1431.2", "order": 2, "type": "caption", "bbox": { "l": 160.08, "t": 687.84, "r": 451.92, "b": 672.96 }, "text": "Hydrograph for Subcatchment 35S: COUNTY SYSTEM", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1431.3", "order": 3, "type": "table", "bbox": { "l": 54, "t": 664.08, "r": 310.32, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1431.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1431.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 92.399998, "t": 661.126246, "r": 128.140721, "b": 229.75885000000005 }, "text": "Precip. (inches)\n0.00\n0.08\n0.18\n0.29\n0.44\n0.68\n1.64\n2.74\n2.98\n3.13\n3.24\n3.34\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42\n3.42", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1431.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 134.640003, "t": 661.126246, "r": 190.279196, "b": 229.75885000000005 }, "text": "Perv.Excess (inches)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01\n0.01", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1431.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 196.799996, "t": 661.126246, "r": 248.866901, "b": 229.75885000000005 }, "text": "Imp.Excess (inches)\n0.00\n0.01\n0.06\n0.14\n0.27\n0.48\n1.42\n2.51\n2.74\n2.90\n3.01\n3.10\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19\n3.19", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1431.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 275.519989, "t": 661.126246, "r": 305.260712, "b": 229.75885000000005 }, "text": "Runoff (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1432, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 30, "counts_by_type": { "footnote": 1, "header": 1, "heading": 2, "table": 3, "table_cell": 22, "text": 1 }, "build_ms": 3, "items": [ { "id": "p1432.1", "order": 1, "type": "header", "bbox": { "l": 53.28, "t": 738.24, "r": 560.88, "b": 698.4 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 10", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1432.2", "order": 2, "type": "heading", "bbox": { "l": 186.24, "t": 687.6, "r": 426, "b": 672.24 }, "text": "Summary for Pond CB-1: County Basin-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1432.3", "order": 3, "type": "text", "bbox": { "l": 51.36, "t": 663.12, "r": 549.36, "b": 535.44 }, "text": "Inflow Area = 8,276 sf, 68.42% Impervious, Inflow Depth = 2.18\" for 2 YR-C event\nInflow = 0.44 cfs @ 12.11 hrs, Volume= 1,505 cf\nOutflow = 0.06 cfs @ 11.57 hrs, Volume= 1,505 cf, Atten= 87%, Lag= 0.0 min\nDiscarded = 0.06 cfs @ 11.57 hrs, Volume= 1,505 cf\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 88.91' @ 12.67 hrs Surf.Area= 0.006 ac Storage= 0.009 af\n\nPlug-Flow detention time= 37.2 min calculated for 1,505 cf (100% of inflow)\nCenter-of-Mass det. time= 37.2 min (792.4 - 755.3)", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1432.4", "order": 4, "type": "table", "bbox": { "l": 51.84, "t": 529.44, "r": 558.24, "b": 449.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0.45, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voi…" } ] } }, "children": [ { "id": "p1432.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 54, "t": 527.142469, "r": 90.142207, "b": 515.177889 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1432.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 122.133522, "t": 527.142469, "r": 148.880491, "b": 515.177889 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1432.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 165.101289, "t": 527.142469, "r": 228.526429, "b": 515.177889 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1432.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 240.147939, "t": 527.142469, "r": 333.806158, "b": 515.177889 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1432.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 66, "t": 513.222448, "r": 84.933198, "b": 501.257868 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1432.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 120.355217, "t": 513.222448, "r": 148.95691, "b": 501.257868 }, "text": "86.00'", "attrs": { "row": 1, "col": 1, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1432.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 325.187411, "t": 501.222448, "r": 363.489763, "b": 489.257868 }, "text": "0.005 af", "attrs": { "row": 1, "col": 2, "rowspan": 2, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1432.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 240.240005, "t": 513.1024689999999, "r": 398.562556, "b": 501.137889 }, "text": "4.00'W x 61.67'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1432.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 431.64, "t": 502.64, "r": 558.24, "b": 489.24 }, "text": "0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1432.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 66, "t": 489.222448, "r": 505.428022, "b": 453.257868 }, "text": "#2A\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf", "attrs": { "row": 3, "col": 0, "rowspan": 3, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1432.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 120.355217, "t": 489.222448, "r": 148.95691, "b": 477.257868 }, "text": "86.33'", "attrs": { "row": 3, "col": 1, "rowspan": 3, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1432.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 189.910939, "t": 489.222448, "r": 228.320502, "b": 477.257868 }, "text": "0.004 af", "attrs": { "row": 3, "col": 2, "rowspan": 3, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1432.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 240.240005, "t": 489.222448, "r": 378.960604, "b": 477.137889 }, "text": "ADS N-12 24\" x 3 Inside #1", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 } ], "reading_order": 3 }, { "id": "p1432.5", "order": 18, "type": "heading", "bbox": { "l": 66.96, "t": 427.68, "r": 294.48, "b": 414 }, "text": "Storage Group A created with Chamber Wizard", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p1432.6", "order": 19, "type": "table", "bbox": { "l": 49.44, "t": 405.12, "r": 558, "b": 336 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 4, "integrity": { "cells_checked": 7, "cells_flagged": 1, "flags": [ { "row": 1, "col": 2, "coverage": 0, "text": "HW=86.03' (Free Discharge)" } ] } }, "children": [ { "id": "p1432.6.1", "order": 20, "type": "table_cell", "bbox": { "l": 54, "t": 403.302451, "r": 86.679256, "b": 377.417872 }, "text": "Device\n#1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1432.6.2", "order": 21, "type": "table_cell", "bbox": { "l": 98.407976, "t": 403.302451, "r": 146.474595, "b": 377.417872 }, "text": "Routing\nDiscarded", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1432.6.3", "order": 22, "type": "table_cell", "bbox": { "l": 180.288471, "t": 403.302451, "r": 208.890165, "b": 377.417872 }, "text": "Invert\n86.00'", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1432.6.4", "order": 23, "type": "table_cell", "bbox": { "l": 220.650048, "t": 403.302451, "r": 425.364537, "b": 377.297892 }, "text": "Outlet Devices\n10.000 in/hr Exfiltration over Surface area", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1432.6.5", "order": 24, "type": "table_cell", "bbox": { "l": 54, "t": 365.262472, "r": 281.064854, "b": 341.297892 }, "text": "Discarded OutFlow\n1=Exfiltration (Exfiltration Controls 0.06 cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1432.6.6", "order": 25, "type": "table_cell", "bbox": { "l": 155.11725, "t": 365.382452, "r": 280.091281, "b": 353.417872 }, "text": "Max=0.06 cfs @ 11.57 hrs", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1432.6.7", "order": 26, "type": "table_cell", "bbox": { "l": 430.86, "t": 370.56, "r": 558, "b": 353.28 }, "text": "HW=86.03' (Free Discharge)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 } ], "reading_order": 5 }, { "id": "p1432.7", "order": 27, "type": "table", "bbox": { "l": 52.8, "t": 315.36, "r": 558, "b": 241.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 2, "integrity": { "cells_checked": 2, "cells_flagged": 0 } }, "children": [ { "id": "p1432.7.1", "order": 28, "type": "table_cell", "bbox": { "l": 73.199999, "t": 296.142447, "r": 209.31318, "b": 284.177867 }, "text": "Pond CB-1: County Basin-1", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1432.7.2", "order": 29, "type": "table_cell", "bbox": { "l": 490.560013, "t": 255.46245499999998, "r": 540.691175, "b": 243.49787400000002 }, "text": "Exfiltration", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 } ], "reading_order": 6 }, { "id": "p1432.8", "order": 30, "type": "footnote", "bbox": { "l": 188.16, "t": 451.44, "r": 352.56, "b": 438.24 }, "text": "0.009 af Total Available Storage", "attrs": { "block_label": "vision_footnote" }, "reading_order": 7 } ] }, { "document_id": 12617, "page": 1433, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 5, "counts_by_type": { "figure": 2, "header": 1, "heading": 1, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1433.1", "order": 1, "type": "header", "bbox": { "l": 54, "t": 738.48, "r": 561.84, "b": 698.4 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 11", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1433.2", "order": 2, "type": "heading", "bbox": { "l": 150, "t": 687.6, "r": 462.96, "b": 672.48 }, "text": "Pond CB-1: County Basin-1 - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1433.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 660.96, "r": 517.92, "b": 397.92 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n3 Chambers/Row x 20.00' Long = 60.00' Row Length +10.0\" End Stone x 2 = 61.67' Base Length 1 Rows x 28.0\" Wide + 10.0\" Side Stone x 2 = 4.00' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n3 Chambers x 62.0 cf = 186.0 cf Chamber Storage\n3 Chambers x 78.4 cf = 235.2 cf Displacement\n740.0 cf Field - 235.2 cf Chambers = 504.8 cf Stone x 40.0% Voids = 201.9 cf Stone Storage\nChamber Storage + Stone Storage = 387.9 cf = 0.009 af\nOverall Storage Efficiency = 52.4%\nOverall System Size = 61.67' x 4.00' x 3.00'\n3 Chambers\n27.4 cy Field\n18.7 cy Stone", "attrs": { "block_label": "algorithm" }, "reading_order": 2 }, { "id": "p1433.4", "order": 4, "type": "figure", "bbox": { "l": 294.48, "t": 387.6, "r": 314.88, "b": 95.28 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 3 }, { "id": "p1433.5", "order": 5, "type": "figure", "bbox": { "l": 294.48, "t": 70.56, "r": 315.6, "b": 52.08 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 4 } ] }, { "document_id": 12617, "page": 1434, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 3, "figure": 2, "header": 2 }, "build_ms": 0, "items": [ { "id": "p1434.1", "order": 1, "type": "header", "bbox": { "l": 52.8, "t": 737.28, "r": 396, "b": 699.12 }, "text": "Analysis - County\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1434.2", "order": 2, "type": "header", "bbox": { "l": 408.72, "t": 738.72, "r": 565.2, "b": 698.64 }, "text": "4-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025\nPage 12", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1434.3", "order": 3, "type": "caption", "bbox": { "l": 224.88, "t": 687.84, "r": 385.92, "b": 672.48 }, "text": "Pond CB-1: County Basin-1", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p1434.4", "order": 4, "type": "figure", "bbox": { "l": 62.64, "t": 671.28, "r": 552.48, "b": 400.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nInflow\n0.48 0.44 cfs Discarded\n0.44 Inflow Area=8,276 sf\n0.46\n0.42\n0.4 Peak Elev=88.91'\n0.38\n0.34 Storage=0.009 af\n0.36\n0.32\n0.3\n0.28\n(cfs) 0.26\n0.24\nFlow 0.22\n0.2\n0.18\n0.16\n0.14\n0.12\n0.1\n0.06 cfs\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)" }, "reading_order": 3 }, { "id": "p1434.5", "order": 5, "type": "caption", "bbox": { "l": 224.88, "t": 382.08, "r": 386.16, "b": 367.44 }, "text": "Pond CB-1: County Basin-1", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1434.6", "order": 6, "type": "caption", "bbox": { "l": 239.52, "t": 361.92, "r": 308.88, "b": 351.12 }, "text": "Stage-Discharge", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p1434.7", "order": 7, "type": "figure", "bbox": { "l": 65.04, "t": 356.4, "r": 518.16, "b": 95.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "88\n(feet)\nElevation\n87\nExfiltration\n86\n0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055\nDischarge (cfs)" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1435, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 7, "counts_by_type": { "caption": 2, "figure": 1, "footnote": 1, "header": 2, "text": 1 }, "build_ms": 0, "items": [ { "id": "p1435.1", "order": 1, "type": "header", "bbox": { "l": 364.56, "t": 738.72, "r": 560.64, "b": 711.6 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1435.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.76, "r": 403.68, "b": 698.88 }, "text": "Analysis - County NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1435.3", "order": 3, "type": "text", "bbox": { "l": 517.44, "t": 710.88, "r": 558.96, "b": 699.12 }, "text": "Page 13", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1435.4", "order": 4, "type": "caption", "bbox": { "l": 225.12, "t": 687.36, "r": 385.92, "b": 672.72 }, "text": "Pond CB-1: County Basin-1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1435.5", "order": 5, "type": "caption", "bbox": { "l": 237.84, "t": 666.96, "r": 319.68, "b": 656.16 }, "text": "Stage-Area-Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p1435.6", "order": 6, "type": "figure", "bbox": { "l": 62.64, "t": 660.72, "r": 552.96, "b": 409.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Surface/Horizontal/Wetted Area (acres)\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 Surface\nStorage\n88\n(feet)\nElevation\n87\nADS N-12 24\"\nField A\n86\n0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009" }, "reading_order": 5 }, { "id": "p1435.7", "order": 7, "type": "footnote", "bbox": { "l": 82.8, "t": 418.08, "r": 468.96, "b": 400.8 }, "text": "0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009\nStorage (acre-feet)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 6 } ] }, { "document_id": 12617, "page": 1436, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 10, "counts_by_type": { "caption": 1, "header": 2, "table": 1, "table_cell": 5, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1436.1", "order": 1, "type": "header", "bbox": { "l": 363.6, "t": 738.96, "r": 561.12, "b": 712.32 }, "text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrinted 10/24/2025", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1436.2", "order": 2, "type": "header", "bbox": { "l": 51.84, "t": 737.28, "r": 397.2, "b": 699.12 }, "text": "Analysis - County\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p1436.3", "order": 3, "type": "text", "bbox": { "l": 516.72, "t": 710.64, "r": 559.2, "b": 698.88 }, "text": "Page 14", "attrs": { "block_label": "number" }, "reading_order": 2 }, { "id": "p1436.4", "order": 4, "type": "caption", "bbox": { "l": 188.4, "t": 687.84, "r": 422.88, "b": 672.72 }, "text": "Hydrograph for Pond CB-1: County Basin-1", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p1436.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 663.36, "r": 324.96, "b": 227.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 5, "integrity": { "cells_checked": 5, "cells_flagged": 0 } }, "children": [ { "id": "p1436.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 54, "t": 661.126246, "r": 85.657288, "b": 229.75885000000005 }, "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1436.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 116.160004, "t": 661.126246, "r": 142.300724, "b": 229.75885000000005 }, "text": "Inflow (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.26\n0.02\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1436.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 166.080002, "t": 661.126246, "r": 212.527064, "b": 229.75885000000005 }, "text": "Storage (acre-feet)\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.003\n0.006\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000\n0.000", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1436.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 222.480011, "t": 661.126246, "r": 263.322802, "b": 229.75885000000005 }, "text": "Elevation (feet)\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.99\n87.95\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00\n86.00", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1436.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 274.679993, "t": 661.126246, "r": 319.780724, "b": 229.75885000000005 }, "text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.01\n0.01\n0.02\n0.06\n0.06\n0.01\n0.01\n0.01\n0.01\n0.01\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1437, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 21, "counts_by_type": { "caption": 1, "header": 1, "table": 1, "table_cell": 18 }, "build_ms": 21, "items": [ { "id": "p1437.1", "order": 1, "type": "header", "bbox": { "l": 51.6, "t": 739.2, "r": 560.16, "b": 699.12 }, "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 15", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1437.2", "order": 2, "type": "caption", "bbox": { "l": 176.16, "t": 687.84, "r": 435.12, "b": 673.2 }, "text": "Stage-Discharge for Pond CB-1: County Basin-1", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1437.3", "order": 3, "type": "table", "bbox": { "l": 54.96, "t": 664.08, "r": 399.36, "b": 56.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 16, "cells_flagged": 0 } }, "children": [ { "id": "p1437.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 57.479999, "t": 661.126246, "r": 98.137287, "b": 130.398865 }, "text": "Elevation (feet)\n86.00\n86.02\n86.04\n86.06\n86.08\n86.10\n86.12\n86.14\n86.16\n86.18\n86.20\n86.22\n86.24\n86.26\n86.28\n86.30\n86.32\n86.34\n86.36\n86.38\n86.40\n86.42\n86.44\n86.46\n86.48\n86.50\n86.52\n86.54\n86.56\n86.58\n86.60\n86.62\n86.64\n86.66\n86.68\n86.70\n86.72\n86.74\n86.76\n86.78\n86.80\n86.82\n86.84\n86.86\n86.88\n86.90", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1437.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 109.680004, "t": 661.126246, "r": 154.780724, "b": 130.398865 }, "text": "Discarded (cfs)\n0.00\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1437.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 178.200005, "t": 661.126246, "r": 218.857286, "b": 130.398865 }, "text": "Elevation (feet)\n87.04\n87.06\n87.08\n87.10\n87.12\n87.14\n87.16\n87.18\n87.20\n87.22\n87.24\n87.26\n87.28\n87.30\n87.32\n87.34\n87.36\n87.38\n87.40\n87.42\n87.44\n87.46\n87.48\n87.50\n87.52\n87.54\n87.56\n87.58\n87.60\n87.62\n87.64\n87.66\n87.68\n87.70\n87.72\n87.74\n87.76\n87.78\n87.80\n87.82\n87.84\n87.86\n87.88\n87.90\n87.92\n87.94", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1437.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 230.400009, "t": 661.126246, "r": 275.253693, "b": 130.398865 }, "text": "Discarded (cfs)\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1437.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 298.919999, "t": 661.126246, "r": 339.57728, "b": 130.398865 }, "text": "Elevation (feet)\n88.08\n88.10\n88.12\n88.14\n88.16\n88.18\n88.20\n88.22\n88.24\n88.26\n88.28\n88.30\n88.32\n88.34\n88.36\n88.38\n88.40\n88.42\n88.44\n88.46\n88.48\n88.50\n88.52\n88.54\n88.56\n88.58\n88.60\n88.62\n88.64\n88.66\n88.68\n88.70\n88.72\n88.74\n88.76\n88.78\n88.80\n88.82\n88.84\n88.86\n88.88\n88.90\n88.92\n88.94\n88.96\n88.98", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1437.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 351.120003, "t": 661.126246, "r": 395.973687, "b": 130.398865 }, "text": "Discarded (cfs)\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p1437.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 73.320002, "t": 130.36622799999998, "r": 98.137287, "b": 75.19883800000002 }, "text": "86.92\n86.94\n86.96\n86.98\n87.00", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p1437.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 135.26256, "t": 119.32624999999996, "r": 154.533694, "b": 64.158859 }, "text": "0.06\n0.06\n0.06\n0.06\n0.06", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1437.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 194.040001, "t": 130.36622799999998, "r": 218.857286, "b": 75.19883800000002 }, "text": "87.96\n87.98\n88.00\n88.02\n88.04", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 8 }, { "id": "p1437.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 255.982559, "t": 119.32624999999996, "r": 275.253693, "b": 64.158859 }, "text": "0.06\n0.06\n0.06\n0.06\n0.06", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 9 }, { "id": "p1437.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 314.759995, "t": 130.36622799999998, "r": 339.57728, "b": 119.35884099999998 }, "text": "89.00", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1437.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 376.702553, "t": 130.36622799999998, "r": 395.973687, "b": 119.35884099999998 }, "text": "0.06", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1437.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 73.320002, "t": 75.166246, "r": 98.137287, "b": 64.158859 }, "text": "87.02", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1437.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 135.26256, "t": 130.36622799999998, "r": 154.533694, "b": 119.35884099999998 }, "text": "0.06", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1437.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 194.040001, "t": 75.166246, "r": 218.857286, "b": 64.158859 }, "text": "88.06", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1437.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 255.982559, "t": 130.36622799999998, "r": 275.253693, "b": 119.35884099999998 }, "text": "0.06", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1437.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 284.56, "t": 67.6302, "r": 341.96, "b": 56.16 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1437.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 341.96, "t": 67.6302, "r": 399.36, "b": 56.16 }, "text": "", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1438, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, 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9, "n_cols": 3, "integrity": { "cells_checked": 15, "cells_flagged": 4, "flags": [ { "row": 1, "col": 0, "coverage": 0.2, "text": "Duration of infiltration period, t (hr) = $ \\frac{Volume of…" }, { "row": 1, "col": 1, "coverage": 0, "text": "ft" }, { "row": 5, "col": 0, "coverage": 0.2, "text": "Duration of infiltration period, t (hr) = $ \\frac{Volume of…" }, { "row": 8, "col": 0, "coverage": 0, "text": "Duration of infiltration period, t (hr) = $ \\frac{Volume of…" } ] } }, "children": [ { "id": "p1442.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 52.799979, "t": 677.755409, "r": 149.018658, "b": 624.31463 }, "text": "Basin\nVolume (cf)\nInfiltration Area (sf)\nRecharge Rate (in/hr)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 0 }, { "id": "p1442.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 209.879916, "t": 677.380049, "r": 376.026462, "b": 624.31463 }, "text": "Subsurface Infiltration Basin 1\n29874\n2475\n10", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p1442.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 51.12, "t": 558.24, "r": 318.96, "b": 526.44 }, "text": "Duration of infiltration period, t (hr) = $ \\frac{Volume of runoff to be infiltrated (cf) × 12 in/ft}{Infiltration area (sf) × Recharge rate (in/hr)} $", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 2 }, { "id": "p1442.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 318.96, "t": 558.24, "r": 452.88, "b": 526.44 }, "text": "ft", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1442.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 52.799979, "t": 532.555467, "r": 186.144839, "b": 522.674671 }, "text": "Duration of Infiltration Period", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1442.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 350.75986, "t": 532.555467, "r": 376.026452, "b": 522.674671 }, "text": "14.48", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1442.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 52.799979, "t": 488.995484, "r": 298.345252, "b": 479.114688 }, "text": "Groundwater Mounding-Duration of Infiltration Period", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1442.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 52.799979, "t": 459.955496, "r": 149.018658, "b": 406.514717 }, "text": "Basin\nVolume (cf)\nInfiltration Area (sf)\nRecharge Rate (in/hr)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p1442.2.9", "order": 11, "type": "table_cell", 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314.755554, "r": 376.026452, "b": 304.874758 }, "text": "45.86", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1442.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 52.799979, "t": 256.675577, "r": 149.018658, "b": 203.23479899999995 }, "text": "Basin\nVolume (cf)\nInfiltration Area (sf)\nRecharge Rate (in/hr)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1442.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 209.879916, "t": 256.300217, "r": 376.026462, "b": 203.23479899999995 }, "text": "Infiltration Basin 3\n12583\n1150\n10", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p1442.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 51.12, "t": 144.84, "r": 452.88, "b": 113.04 }, "text": "Duration of 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"b": 669.718292 }, "text": "Subsurface Infiltration Basin Lot 1", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1443.1.3", "order": 4, "type": "table_cell", "bbox": { "l": 52.799979, "t": 663.235415, "r": 149.018658, "b": 624.31463 }, "text": "Volume (cf)\nInfiltration Area (sf)\nRecharge Rate (in/hr)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p1443.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 184.88, "t": 652.7576, "r": 321.76, "b": 623.6753 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1443.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 423.239831, "t": 663.235415, "r": 454.14643, "b": 624.31463 }, "text": "1722\n566.28\n2.45", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p1443.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 52.799979, "t": 532.555467, "r": 186.144839, "b": 522.674671 }, "text": "Duration of infiltration period, t (hr) =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1443.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 184.88, "t": 565.5106, "r": 458.64, "b": 536.4282 }, "text": "Volume of runoff to be infiltrated (cf) x 12 in/ft\\nInfiltration area (sf) x Recharge rate (in/hr)", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 6 }, { "id": "p1443.1.8", "order": 9, "type": "table_cell", "bbox": { "l": 52.799979, "t": 343.795542, "r": 186.144839, "b": 333.914746 }, "text": "Duration of Infiltration Period", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1443.1.9", "order": 10, "type": "table_cell", "bbox": { "l": 184.88, "t": 536.4282, "r": 321.76, "b": 507.3459 }, "text": "", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1443.1.10", "order": 11, "type": "table_cell", "bbox": { "l": 428.879828, "t": 532.555467, "r": 454.14642, "b": 522.674671 }, "text": "14.89", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1443.1.11", "order": 12, "type": "table_cell", "bbox": { "l": 52.799979, "t": 488.995484, "r": 76.70488, "b": 479.114688 }, "text": "Basin", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1443.1.12", "order": 13, "type": "table_cell", "bbox": { "l": 218.759912, "t": 488.620125, "r": 373.266436, "b": 480.958368 }, "text": "Subsurface Infiltration Basin Lot 2", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1443.1.13", "order": 14, "type": "table_cell", "bbox": { "l": 52.799979, "t": 474.47549, "r": 149.018658, "b": 435.554706 }, "text": "Volume (cf)\nInfiltration Area (sf)\nRecharge Rate (in/hr)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 12 }, { "id": "p1443.1.14", "order": 15, "type": "table_cell", "bbox": { "l": 184.88, "t": 478.2635, "r": 321.76, "b": 449.1812 }, "text": "", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1443.1.15", "order": 16, "type": "table_cell", "bbox": { "l": 423.239831, "t": 474.47549, "r": 454.14643, "b": 435.554706 }, "text": "1722\n392.04\n7.85", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p1443.1.16", "order": 17, "type": "table_cell", "bbox": { "l": 48, "t": 391.0165, "r": 184.88, "b": 361.9341 }, "text": "Duration of infiltration period, t (hr) =", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1443.1.17", "order": 18, "type": "table_cell", "bbox": { "l": 184.88, "t": 391.0165, "r": 458.64, "b": 361.9341 }, "text": "Volume of runoff to be infiltrated (cf) x 12 in/ft\\nInfiltration area (sf) x Recharge rate (in/hr)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 16 }, { "id": "p1443.1.18", "order": 19, "type": "table_cell", "bbox": { "l": 48, "t": 361.9341, "r": 184.88, "b": 332.8518 }, "text": "Duration of Infiltration Period", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1443.1.19", "order": 20, "type": "table_cell", "bbox": { "l": 184.88, "t": 361.9341, "r": 321.76, "b": 332.8518 }, "text": "", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p1443.1.20", "order": 21, "type": "table_cell", "bbox": { "l": 434.519826, "t": 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"colspan": 3 }, "reading_order": 25 } ], "reading_order": 0 }, { "id": "p1445.2", "order": 28, "type": "text", "bbox": { "l": 51.6, "t": 172.56, "r": 459.6, "b": 158.4 }, "text": "Duration of Infiltration P", "reading_order": 1 }, { "id": "p1445.3", "order": 29, "type": "text", "bbox": { "l": 438.48, "t": 170.88, "r": 461.04, "b": 159.36 }, "text": "5.93", "attrs": { "block_label": "number" }, "reading_order": 2 } ] }, { "document_id": 12617, "page": 1446, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 3, "counts_by_type": { "figure": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1446.1", "order": 1, "type": "figure", "bbox": { "l": 49.44, "t": 741.12, "r": 545.28, "b": 401.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Input Values\n2.45 R Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)\n0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)\n12.25 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan\n28.665 x 1/2 length of basin (x direction, in feet)\n5.030 y 1/2 width of basin (y direction, in feet)\n14.89 t Duration of infiltration period (hours)\n34.00 hi(0) Initial thickness of saturated zone (feet)\n35.067 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)\n1.067 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)\nDistance from\nGround-water center of basin in x\nMounding, in feet direction, in feet\n1.067 0\n1.036 10 Re-Calculate Now\n0.935 20\n0.718 30 Lot 1 Groundwater Mounding, in feet\n0.518 40 1.200\n0.394 50\n0.304 60 1.000\n0.237 70\n0.184 80 0.800\n0.144 90\n0.600\n0.400\n0.200\n0.000\n0 10 20 30 40 50 60 70 80 90 100" }, "reading_order": 0 }, { "id": "p1446.2", "order": 2, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1446.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.44 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1447, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 48, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 45, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1447.1", "order": 1, "type": "table", "bbox": { "l": 49.68, "t": 740.4, "r": 547.44, "b": 402 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 11, "integrity": { "cells_checked": 35, "cells_flagged": 3, "flags": [ { "row": 3, "col": 2, "coverage": 0.08, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…" }, { "row": 6, "col": 0, "coverage": 0, "text": "Δ h (max)" }, { "row": 8, "col": 1, "coverage": 0, "text": "direction, in feet" } ] } }, "children": [ { "id": "p1447.1.1", "order": 2, "type": "table_cell", "bbox": { "l": 52.320002, "t": 736.921421, "r": 88.660719, "b": 728.154056 }, "text": "Input Values", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 11, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1447.1.2", "order": 3, "type": "table_cell", "bbox": { "l": 91.800002, "t": 727.52556, "r": 105.870315, "b": 717.8814600000001 }, "text": "7.85", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 1 }, { "id": "p1447.1.3", "order": 4, "type": "table_cell", "bbox": { "l": 136.560002, "t": 727.043355, "r": 141.824732, "b": 718.29252 }, "text": "R", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1447.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 191.759995, "t": 727.52556, "r": 324.345249, "b": 708.8814600000001 }, "text": "Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 7, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p1447.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 87.840002, "t": 708.085561, "r": 105.862816, "b": 698.441461 }, "text": "0.150", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1447.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 136.200005, "t": 708.085561, "r": 143.675417, "b": 698.441461 }, "text": "Sy", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1447.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 191.759995, "t": 708.205558, "r": 451.020558, "b": 689.441461 }, "text": "default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 7, "bbox_refit": 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. 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488.921461 }, "text": "80", "attrs": { "row": 24, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 92 }, { "id": "p1448.1.94", "order": 95, "type": "table_cell", "bbox": { "l": 135.959999, "t": 488.485559, "r": 143.912429, "b": 478.841459 }, "text": "90", "attrs": { "row": 24, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 93 } ], "reading_order": 0 }, { "id": "p1448.2", "order": 96, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1448.3", "order": 97, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.2 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1449, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 3, "counts_by_type": { "figure": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1449.1", "order": 1, "type": "figure", "bbox": { "l": 49.68, "t": 740.4, "r": 547.44, "b": 402 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Input Values\n4.05 R Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)\n0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)\n20.25 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan\n32.170 x 1/2 length of basin (x direction, in feet)\n3.830 y 1/2 width of basin (y direction, in feet)\n10.65 t Duration of infiltration period (hours)\n34.00 hi(0) Initial thickness of saturated zone (feet)\n34.917 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)\n0.917 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)\nDistance from\nGround-water center of basin in x\nMounding, in feet direction, in feet\n0.917 0\n0.897 10 Re-Calculate Now\n0.829 20\n0.688 30 Lot 4 Groundwater Mounding, in feet\n0.497 40 1.000\n0.380 50 0.900\n0.298 60\n0.800\n0.236 70\n0.700\n0.188 80\n0.150 90 0.600\n0.500\n0.400\n0.300\n0.200\n0.100\n0.000\n0 10 20 30 40 50 60 70 80 90 100" }, "reading_order": 0 }, { "id": "p1449.2", "order": 2, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1449.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.44 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1450, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 3, "counts_by_type": { "figure": 1, "heading": 1, "text": 1 }, "build_ms": 1, "items": [ { "id": "p1450.1", "order": 1, "type": "figure", "bbox": { "l": 49.44, "t": 740.4, "r": 547.44, "b": 402 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Input Values\n8.45 R Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)\n0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)\n42.25 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan\n23.670 x 1/2 length of basin (x direction, in feet)\n3.830 y 1/2 width of basin (y direction, in feet)\n7.02 t Duration of infiltration period (hours)\n34.00 hi(0) Initial thickness of saturated zone (feet)\n34.819 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)\n0.819 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)\nDistance from\nGround-water center of basin in x\nMounding, in feet direction, in feet\n0.819 0\n0.789 10 Re-Calculate Now\n0.685 20\n0.507 30 Lot 6 Groundwater Mounding, in feet\n0.394 40 0.900\n0.317 50\n0.800\n0.259 60\n0.214 70 0.700\n0.177 80 0.600\n0.147 90 0.500\n0.400\n0.300\n0.200\n0.100\n0.000\n0 10 20 30 40 50 60 70 80 90 100" }, "reading_order": 0 }, { "id": "p1450.2", "order": 2, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1450.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.44 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1451, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 97, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 94, "text": 1 }, "build_ms": 12, "items": [ { "id": "p1451.1", "order": 1, "type": "table", "bbox": { "l": 49.68, "t": 740.4, "r": 547.44, "b": 402 }, "text": "", "attrs": { "block_label": "table", "n_rows": 25, "n_cols": 4, "integrity": { "cells_checked": 83, "cells_flagged": 22, "flags": [ { "row": 3, "col": 2, "coverage": 0, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…" }, { "row": 4, "col": 3, "coverage": 0, "text": "1/2 width of basin (y direction, in feet)" }, { "row": 7, "col": 2, "coverage": 0, "text": "Maximum thickness of saturated zone (beneath center of basi…" }, { "row": 7, "col": 3, "coverage": 0, "text": "Maximum groundwater mounding (beneath center of basin at en…" }, { "row": 8, "col": 2, "coverage": 0.5, "text": "Maximum thickness of saturated zone (beneath center of basi…" }, { "row": 8, "col": 3, "coverage": 0.25, "text": "Maximum groundwater mounding (beneath center of basin at en…" }, { "row": 9, "col": 2, "coverage": 0.5, "text": "Maximum thickness of saturated zone (beneath center of basi…" }, { "row": 9, "col": 3, "coverage": 0.17, "text": "Maximum groundwater mounding (beneath center of basin at en…" }, { "row": 10, "col": 1, "coverage": 0, "text": "direction, in feet" }, { "row": 10, "col": 2, "coverage": 0, "text": "Maximum thickness of saturated zone (beneath center of basi…" }, { "row": 10, "col": 3, "coverage": 0, "text": "Maximum groundwater mounding (beneath center of basin at en…" }, { "row": 12, "col": 3, "coverage": 0, "text": "0.765" } ] } }, "children": 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}, "text": "default value is 0.15; max value is 0.2 provided that a lab test data is submitted", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1451.1.9", "order": 10, "type": "table_cell", "bbox": { "l": 191.759995, "t": 699.085561, "r": 323.134641, "b": 689.441461 }, "text": "Horizontal hydraulic conductivity (in/hr)", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1451.1.10", "order": 11, "type": "table_cell", "bbox": { "l": 89.280001, "t": 688.645563, "r": 107.350831, "b": 679.0014630000001 }, "text": "50.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1451.1.11", "order": 12, "type": "table_cell", "bbox": { "l": 191.759995, "t": 688.765565, "r": 200.320122, "b": 679.121465 }, "text": "Kh", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, 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138, "t": 668.485559, "r": 141.739065, "b": 658.841459 }, "text": "y", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1451.1.20", "order": 21, "type": "table_cell", "bbox": { "l": 191.759995, "t": 658.405557, "r": 314.344188, "b": 648.7614570000001 }, "text": "Duration of infiltration period (hours)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1451.1.21", "order": 22, "type": "table_cell", "bbox": { "l": 191.759995, "t": 648.325555, "r": 321.985637, "b": 638.681455 }, "text": "Initial thickness of saturated zone (feet)", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1451.1.22", "order": 23, "type": "table_cell", "bbox": { "l": 93.24, "t": 658.405557, "r": 107.310313, "b": 648.7614570000001 }, "text": "5.93", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1451.1.23", "order": 24, "type": "table_cell", "bbox": { "l": 138.479999, "t": 658.405557, "r": 141.215129, "b": 648.7614570000001 }, "text": "t", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1451.1.24", "order": 25, "type": "table_cell", "bbox": { "l": 191.759995, "t": 628.645563, "r": 492.302259, "b": 619.0014630000001 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1451.1.25", "order": 26, "type": "table_cell", "bbox": { "l": 191.759995, "t": 618.565561, "r": 480.057383, "b": 608.921461 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1451.1.26", "order": 27, "type": "table_cell", "bbox": { "l": 89.280001, "t": 648.325555, "r": 107.350831, "b": 638.681455 }, "text": "34.00", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1451.1.27", "order": 28, "type": "table_cell", "bbox": { "l": 132.359997, "t": 648.325555, "r": 147.387402, "b": 638.681455 }, "text": "hi(0)", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1451.1.28", "order": 29, "type": "table_cell", "bbox": { "l": 298.56, "t": 645.648, "r": 423, "b": 632.112 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1451.1.29", "order": 30, "type": "table_cell", "bbox": { "l": 423, "t": 645.648, "r": 547.44, "b": 632.112 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1451.1.30", "order": 31, "type": "table_cell", "bbox": { "l": 49.68, "t": 632.112, "r": 174.12, "b": 618.576 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p1451.1.31", "order": 32, "type": "table_cell", "bbox": { "l": 128.279995, "t": 628.645563, "r": 151.477032, "b": 619.0014630000001 }, "text": "h(max)", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1451.1.32", "order": 33, "type": "table_cell", "bbox": { "l": 298.56, "t": 632.112, "r": 423, "b": 618.576 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1451.1.33", "order": 34, "type": "table_cell", "bbox": { "l": 423, "t": 632.112, "r": 547.44, "b": 618.576 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 32 }, { "id": "p1451.1.34", "order": 35, "type": "table_cell", "bbox": { "l": 52.320002, "t": 599.161427, "r": 94.568108, "b": 590.394062 }, "text": "Ground-water", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1451.1.35", "order": 36, "type": "table_cell", "bbox": { "l": 110.279995, "t": 608.761418, "r": 166.984036, "b": 590.394062 }, "text": "Distance from center of basin in x", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1451.1.36", "order": 37, "type": "table_cell", "bbox": { "l": 298.56, "t": 618.576, "r": 423, "b": 605.04 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1451.1.37", "order": 38, "type": "table_cell", "bbox": { "l": 423, "t": 618.576, "r": 547.44, "b": 605.04 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1451.1.38", "order": 39, "type": "table_cell", "bbox": { "l": 52.320002, "t": 589.561413, "r": 105.674298, "b": 580.794047 }, "text": "Mounding, in feet", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1451.1.39", "order": 40, "type": "table_cell", "bbox": { "l": 174.12, "t": 605.04, "r": 298.56, "b": 591.504 }, "text": "direction, in feet", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1451.1.40", "order": 41, "type": "table_cell", "bbox": { "l": 298.56, "t": 605.04, "r": 423, "b": 591.504 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1451.1.41", "order": 42, "type": "table_cell", "bbox": { "l": 423, "t": 605.04, "r": 547.44, "b": 591.504 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1451.1.42", "order": 43, "type": "table_cell", "bbox": { "l": 49.68, "t": 591.504, "r": 174.12, "b": 577.968 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 41 }, { "id": "p1451.1.43", "order": 44, "type": "table_cell", "bbox": { "l": 91.320002, "t": 578.521412, "r": 107.655255, "b": 569.754047 }, "text": "0.796", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1451.1.44", "order": 45, "type": "table_cell", "bbox": { "l": 256.678497, "t": 413.417863, "r": 260.004732, "b": 405.398085 }, "text": "0", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1451.1.45", "order": 46, "type": "table_cell", "bbox": { "l": 91.080002, "t": 617.8814199999999, "r": 107.415255, "b": 609.114055 }, "text": "0.796", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1451.1.46", "order": 47, "type": "table_cell", "bbox": { "l": 49.68, "t": 577.968, "r": 174.12, "b": 564.432 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1451.1.47", "order": 48, "type": "table_cell", "bbox": { "l": 91.320002, "t": 568.44141, "r": 107.655255, "b": 559.674045 }, "text": "0.765", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1451.1.48", "order": 49, "type": "table_cell", "bbox": { "l": 282.578435, "t": 413.417863, "r": 289.257201, "b": 405.398085 }, "text": "10", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1451.1.49", "order": 50, "type": "table_cell", "bbox": { "l": 423, "t": 577.968, "r": 547.44, "b": 564.432 }, "text": "0.765", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 48 }, { "id": "p1451.1.50", "order": 51, "type": "table_cell", "bbox": { "l": 49.68, "t": 564.432, "r": 174.12, "b": 550.896 }, "text": "", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 49 }, { "id": "p1451.1.51", "order": 52, "type": "table_cell", "bbox": { "l": 91.320002, "t": 558.361408, "r": 107.655255, "b": 549.594043 }, "text": "0.654", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1451.1.52", "order": 53, "type": "table_cell", "bbox": { "l": 310.187506, "t": 413.417863, "r": 316.866272, "b": 405.398085 }, "text": "20", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1451.1.53", "order": 54, "type": "table_cell", "bbox": { "l": 423, "t": 564.432, "r": 547.44, "b": 550.896 }, "text": "0.654", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 52 }, { "id": "p1451.1.54", "order": 55, "type": "table_cell", "bbox": { "l": 49.68, "t": 550.896, "r": 174.12, "b": 537.36 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1451.1.55", "order": 56, "type": "table_cell", "bbox": { "l": 91.320002, "t": 548.281429, "r": 107.655255, "b": 539.514064 }, "text": "0.482", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1451.1.56", "order": 57, "type": "table_cell", "bbox": { "l": 337.796577, "t": 413.417863, "r": 344.475343, "b": 405.398085 }, "text": "30", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1451.1.57", "order": 58, "type": "table_cell", "bbox": { "l": 423, "t": 550.896, "r": 547.44, "b": 537.36 }, "text": "0.482", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1451.1.58", "order": 59, "type": "table_cell", "bbox": { "l": 49.68, "t": 537.36, "r": 174.12, "b": 523.824 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1451.1.59", "order": 60, "type": "table_cell", "bbox": { "l": 91.320002, "t": 538.201428, "r": 107.655255, "b": 529.434062 }, "text": "0.376", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 58 }, { "id": "p1451.1.60", "order": 61, "type": "table_cell", "bbox": { "l": 365.53712, "t": 413.417863, "r": 372.084414, "b": 405.398085 }, "text": "40", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1451.1.61", "order": 62, "type": "table_cell", "bbox": { "l": 423, "t": 537.36, "r": 547.44, "b": 523.824 }, "text": "0.376", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1451.1.62", "order": 63, "type": "table_cell", "bbox": { "l": 49.68, "t": 523.824, "r": 174.12, "b": 510.288 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1451.1.63", "order": 64, "type": "table_cell", "bbox": { "l": 91.320002, "t": 528.1214259999999, "r": 107.655255, "b": 519.354061 }, "text": "0.303", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1451.1.64", "order": 65, "type": "table_cell", "bbox": { "l": 393.146191, "t": 413.417863, "r": 399.824956, "b": 405.398085 }, "text": "50", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. 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"0.140", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 80 } ], "reading_order": 0 }, { "id": "p1452.2", "order": 83, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1452.3", "order": 84, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.44 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1453, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 3, "counts_by_type": { "figure": 1, "heading": 1, "text": 1 }, "build_ms": 2, "items": [ { "id": "p1453.1", "order": 1, "type": "figure", "bbox": { "l": 49.68, "t": 740.4, "r": 547.44, "b": 402 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Input Values\n8.00 R Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)\n0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)\n40.00 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan\n24.170 x 1/2 length of basin (x direction, in feet)\n3.830 y 1/2 width of basin (y direction, in feet)\n7.41 t Duration of infiltration period (hours)\n34.00 hi(0) Initial thickness of saturated zone (feet)\n34.830 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)\n0.830 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)\nDistance from\nGround-water center of basin in x\nMounding, in feet direction, in feet\n0.830 0\n0.801 10 Re-Calculate Now\n0.699 20\n0.520 30 Lot 9 Groundwater Mounding, in feet\n0.404 40 0.900\n0.324 50\n0.800\n0.265 60\n0.218 70 0.700\n0.180 80 0.600\n0.150 90 0.500\n0.400\n0.300\n0.200\n0.100\n0.000\n0 10 20 30 40 50 60 70 80 90 100" }, "reading_order": 0 }, { "id": "p1453.2", "order": 2, "type": "heading", "bbox": { "l": 58.8, "t": 400.32, "r": 114.48, "b": 389.52 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1453.3", "order": 3, "type": "text", "bbox": { "l": 49.68, "t": 383.04, "r": 550.8, "b": 289.44 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1456, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 16, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 13, "text": 1 }, "build_ms": 4, "items": [ { "id": "p1456.1", "order": 1, "type": "table", "bbox": { "l": 50.4, "t": 741.12, "r": 547.2, "b": 407.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 3, "integrity": { "cells_checked": 13, "cells_flagged": 1, "flags": [ { "row": 3, "col": 2, "coverage": 0, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…" } ] } }, "children": [ { "id": "p1456.1.1", "order": 2, "type": "table_cell", "bbox": { "l": 51.839979, "t": 735.657306, "r": 89.029619, "b": 729.384068 }, "text": "Input Values", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1456.1.2", "order": 3, "type": "table_cell", "bbox": { "l": 91.319963, "t": 725.88943, "r": 105.705541, "b": 720.631272 }, "text": "4.95", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p1456.1.3", "order": 4, "type": "table_cell", "bbox": { "l": 135.959946, "t": 726.04219, "r": 141.326377, "b": 717.905713 }, "text": "R", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1456.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 191.159924, "t": 726.556749, "r": 326.350557, "b": 710.528596 }, "text": "Recharge rate (permeability rate) (in/hr) Specific yield, Sy (dimensionless)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p1456.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 87.239965, "t": 706.569437, "r": 105.704674, "b": 701.311279 }, "text": "0.150", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1456.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 135.47989, "t": 707.236757, "r": 143.099097, "b": 699.9686 }, "text": "Sy", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1456.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 191.159924, "t": 707.356757, "r": 455.683975, "b": 691.208604 }, "text": "default value is 0.15; 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. 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Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 12617, "page": 1458, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p1458.1", "order": 1, "type": "text", "bbox": { "l": 207.36, "t": 770.64, "r": 404.64, "b": 727.2 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. 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}, "reading_order": 265 }, { "id": "p1459.4.267", "order": 271, "type": "table_cell", "bbox": { "l": 33.6, "t": 71.424, "r": 756, "b": 38.16 }, "text": "Notes: IDF File = TrentonNJ.idf, Return Period = 25-yrs. Project File: 251219Storm Sewer Design.sws", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 19 }, "reading_order": 266 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1460, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p1460.1", "order": 1, "type": "text", "bbox": { "l": 207.6, "t": 770.64, "r": 404.4, "b": 727.2 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p1460.2", "order": 2, "type": "text", "bbox": { "l": 50.88, "t": 695.04, "r": 350.4, "b": 675.84 }, "text": "Appendix I – Conduit Outlet Protection", "reading_order": 1 } ] }, { "document_id": 12617, "page": 1461, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 81, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 77, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1461.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 698.16 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1461.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 251.76, "b": 675.36 }, "text": "SCOUR HOLE 1A-16", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1461.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1461.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 645.84, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 63, "cells_flagged": 21, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 1, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 12, "col": 3, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" } ] } }, "children": [ { "id": "p1461.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 645.84, "r": 237.06, "b": 619.8629 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1461.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1461.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, 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"order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "1.59", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1461.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 593.8857, "r": 444.24, "b": 567.9086 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1461.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1461.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, 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"colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1461.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1461.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1461.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 515.9543, "r": 444.24, "b": 489.9771 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1461.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 168, "t": 489.9771, "r": 237.06, "b": 464 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1461.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1461.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 168, "t": 464, "r": 237.06, "b": 438.0229 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1461.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 237.06, "t": 464, "r": 306.12, "b": 438.0229 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1461.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1461.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 375.18, "t": 464, "r": 444.24, "b": 438.0229 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1461.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 168, "t": 438.0229, "r": 237.06, "b": 412.0457 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1461.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 237.06, "t": 438.0229, "r": 306.12, "b": 412.0457 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1461.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1461.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 438.0229, "r": 444.24, "b": 412.0457 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1461.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 168, "t": 412.0457, "r": 237.06, "b": 386.0686 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1461.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1461.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1461.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.18, "t": 412.0457, "r": 444.24, "b": 386.0686 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1461.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 168, "t": 386.0686, "r": 237.06, "b": 360.0914 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1461.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1461.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1461.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.18, "t": 386.0686, "r": 444.24, "b": 360.0914 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1461.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 168, "t": 360.0914, "r": 237.06, "b": 334.1143 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1461.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 237.06, "t": 360.0914, "r": 306.12, "b": 334.1143 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1461.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1461.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.18, "t": 360.0914, "r": 444.24, "b": 334.1143 }, "text": "in", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1461.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 168, "t": 334.1143, "r": 237.06, "b": 308.1371 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1461.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1461.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1461.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.18, "t": 334.1143, "r": 444.24, "b": 308.1371 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1461.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1461.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1461.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1461.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 308.1371, "r": 444.24, "b": 282.16 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1461.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 168, "t": 282.16, "r": 237.06, "b": 256.1829 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1461.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1461.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 168, "t": 256.1829, "r": 237.06, "b": 230.2057 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1461.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 237.06, "t": 256.1829, "r": 306.12, "b": 230.2057 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1461.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1461.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 256.1829, "r": 444.24, "b": 230.2057 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1461.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 168, "t": 230.2057, "r": 237.06, "b": 204.2286 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1461.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 237.06, "t": 230.2057, "r": 306.12, "b": 204.2286 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1461.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1461.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.18, "t": 230.2057, "r": 444.24, "b": 204.2286 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1461.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 168, "t": 204.2286, "r": 237.06, "b": 178.2514 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1461.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1461.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1461.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.2286, "r": 444.24, "b": 178.2514 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1461.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 168, "t": 178.2514, "r": 237.06, "b": 152.2743 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1461.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1461.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1461.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.2514, "r": 444.24, "b": 152.2743 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1461.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 168, "t": 152.2743, "r": 237.06, "b": 126.2971 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1461.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 237.06, "t": 152.2743, "r": 306.12, "b": 126.2971 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 70 }, { "id": "p1461.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "4", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1461.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.18, "t": 152.2743, "r": 444.24, "b": 126.2971 }, "text": "in", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1461.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 168, "t": 126.2971, "r": 237.06, "b": 100.32 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1461.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1461.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 464.567214, "r": 404.640172, "b": 457.851417 }, "text": "8", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1461.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.18, "t": 126.2971, "r": 444.24, "b": 100.32 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1462, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 52, "counts_by_type": { "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 48 }, "build_ms": 4, "items": [ { "id": "p1462.1", "order": 1, "type": "header", "bbox": { "l": 146.4, "t": 734.16, "r": 210, "b": 701.52 }, "text": "PROJECT # :\nCALCULATED BY:\nDATE:", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p1462.2", "order": 2, "type": "figure", "bbox": { "l": 143.76, "t": 720.72, "r": 428.88, "b": 79.92 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "CALCULATED BY:\nDATE:\nDesign Parameters\nD 0 Max Height of Pipe/Culvert 12 in\nW 0 Max Width of Pipe/Culvert 12 in\nQ Flow: 25-yr Storm Discharge 0.17 cfs\nTW Tail water from 2 year storm 1.59 ft\nRip Rap Stone Size Calculations\nq Unit Discharge = Q/W 0 0.17 cfs per foot\nOption 1 if Scour Hole Depth , y = 1 2 6 in\nApron Dimension Calculations\nMinimum Bottom Width =2 2.00 ft\nMinimum Bottom Length =3 3.00 ft\nMinimum Top Width (max side slope of 3:1), 5.00 ft\nMinimum Top Length (max side slope of 3:1) 6.00 ft\nMedian Stone = 0.0125 . 4 in\nApron Thickness , TH = 2 × d 50 8 in\nOption 2 if Scour Hole Depth , y = 12 in\nApron Dimension Calculations\nMinimum Bottom Width =2 2.00 ft\nMinimum Bottom Length =3 3.00 ft\nMinimum Top Width (max side slope of 3:1), 8.00 ft\nMinimum Top Length (max side slope of 3:1) 9.00 ft\nMedian Stone = . . 4 in\nApron Thickness , TH = 2x 8 in" }, "children": [ { "id": "p1462.2.1", "order": 3, "type": "heading", "bbox": { "l": 146.4, "t": 689.04, "r": 230.64, "b": 678 }, "text": "SCOUR HOLE 1A-13", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 } ], "reading_order": 1 }, { "id": "p1462.3", "order": 4, "type": "table", "bbox": { "l": 144, "t": 663.691055, "r": 429.36, "b": 75.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 19, "n_cols": 4, "integrity": { "cells_checked": 38, "cells_flagged": 5, "flags": [ { "row": 1, "col": 0, "coverage": 0, "text": "D_{{0}}" }, { "row": 2, "col": 0, "coverage": 0, "text": "W_{{0}}" }, { "row": 3, "col": 2, "coverage": 0, "text": "[F4]" }, { "row": 11, "col": 1, "coverage": 0, "text": "Median Stone $ d_{{50}}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 17, "col": 1, "coverage": 0, "text": "Median Stone $ d_{{50}}=\\frac{0.0082 q^{1.33}}{TW} $" } ] } }, "children": [ { "id": "p1462.3.1", "order": 5, "type": "table_cell", "bbox": { "l": 148.079941, "t": 663.691055, "r": 211.047345, "b": 656.768617 }, "text": "Design Parameters", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p1462.3.2", "order": 6, "type": "table_cell", "bbox": { "l": 144, "t": 635.4991, "r": 215.34, "b": 610.0383 }, "text": "D_{{0}}", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p1462.3.3", "order": 7, "type": "table_cell", "bbox": { "l": 191.159924, "t": 653.0444190000001, "r": 279.412774, "b": 645.848622 }, "text": "Max Height of Pipe/Culvert", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 2 }, { "id": "p1462.3.4", "order": 8, "type": "table_cell", "bbox": { "l": 144, "t": 610.0383, "r": 215.34, "b": 584.5774 }, "text": "W_{{0}}", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p1462.3.5", "order": 9, "type": "table_cell", "bbox": { "l": 191.159924, "t": 641.5244230000001, "r": 277.972781, "b": 634.328626 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1462.3.6", "order": 10, "type": "table_cell", "bbox": { "l": 148.079941, "t": 585.724446, "r": 152.300184, "b": 578.528649 }, "text": "Q", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1462.3.7", "order": 11, "type": "table_cell", "bbox": { "l": 191.159924, "t": 629.764428, "r": 282.883152, "b": 622.568631 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1462.3.8", "order": 12, "type": "table_cell", "bbox": { "l": 286.68, "t": 584.5774, "r": 429.36, "b": 559.1165 }, "text": "[F4]", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p1462.3.9", "order": 13, "type": "table_cell", "bbox": { "l": 148.079941, "t": 618.724433, "r": 159.194254, "b": 611.528635 }, "text": "TW", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1462.3.10", "order": 14, "type": "table_cell", "bbox": { "l": 191.1599, "t": 618.724433, "r": 283.742668, "b": 611.528635 }, "text": "Tail water from 2 year storm", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1462.3.11", "order": 15, "type": "table_cell", "bbox": { "l": 148.079941, "t": 596.851081, "r": 251.487455, "b": 589.928644 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1462.3.12", "order": 16, "type": "table_cell", "bbox": { "l": 148.079941, "t": 629.764428, "r": 153.48989, "b": 622.568631 }, "text": "q", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1462.3.13", "order": 17, "type": "table_cell", "bbox": { "l": 191.159911, "t": 586.204446, "r": 238.603109, "b": 579.008648 }, "text": "Unit Discharge = Q/W_{{0}}", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1462.3.14", "order": 18, "type": "table_cell", "bbox": { "l": 349.91986, "t": 585.451086, "r": 405.149292, "b": 578.528649 }, "text": "0.17 cfs per foot", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1462.3.15", "order": 19, "type": "table_cell", "bbox": { "l": 148.199941, "t": 552.582859, "r": 179.760534, "b": 545.0405020000001 }, "text": "Option 1", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1462.3.16", "order": 20, "type": "table_cell", "bbox": { "l": 191.159924, "t": 424.17115, "r": 265.05026, "b": 417.248713 }, "text": "if Scour Hole Depth, y = 1/2 D_{{0}}", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1462.3.17", "order": 21, "type": "table_cell", "bbox": { "l": 333.479867, "t": 552.091099, "r": 346.677895, "b": 545.168662 }, "text": "6 in", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1462.3.18", "order": 22, "type": "table_cell", "bbox": { "l": 144, "t": 457.273, "r": 215.34, "b": 431.8122 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p1462.3.19", "order": 23, "type": "table_cell", "bbox": { "l": 191.159924, "t": 403.051159, "r": 291.44739, "b": 396.128722 }, "text": "Apron Dimension Calculations", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1462.3.20", "order": 24, "type": "table_cell", "bbox": { "l": 144, "t": 431.8122, "r": 215.34, "b": 406.3513 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1462.3.21", "order": 25, "type": "table_cell", "bbox": { "l": 191.159924, "t": 392.764523, "r": 273.260165, "b": 375.00873 }, "text": "Minimum Bottom Width W_{{1}}=2 W_{{0}}\nMinimum Bottom Length L_{{1}}=3 D_{{0}}", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 20 }, { "id": "p1462.3.22", "order": 26, "type": "table_cell", "bbox": { "l": 374.39985, "t": 392.491163, "r": 396.989221, "b": 375.00873 }, "text": "2.00 ft\n3.00 ft", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 21 }, { "id": "p1462.3.23", "order": 27, "type": "table_cell", "bbox": { "l": 144, "t": 380.8904, "r": 215.34, "b": 355.4296 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1462.3.24", "order": 28, "type": "table_cell", "bbox": { "l": 191.159924, "t": 371.644531, "r": 339.449336, "b": 353.888738 }, "text": "Minimum Top Width (max side slope of 3:1),\nMinimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 23 }, { "id": "p1462.3.25", "order": 29, "type": "table_cell", "bbox": { "l": 374.39985, "t": 499.29112, "r": 396.989221, "b": 481.808687 }, "text": "5.00 ft\n6.00 ft", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 24 }, { "id": "p1462.3.26", "order": 30, "type": "table_cell", "bbox": { "l": 144, "t": 329.9687, "r": 215.34, "b": 304.5078 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1462.3.27", "order": 31, "type": "table_cell", "bbox": { "l": 215.34, "t": 329.9687, "r": 358.02, "b": 304.5078 }, "text": "Median Stone $ d_{{50}}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 26 }, { "id": "p1462.3.28", "order": 32, "type": "table_cell", "bbox": { "l": 384.719846, "t": 347.491181, "r": 397.916554, "b": 340.568744 }, "text": "4 in", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1462.3.29", "order": 33, "type": "table_cell", "bbox": { "l": 144, "t": 304.5078, "r": 215.34, "b": 279.047 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1462.3.30", "order": 34, "type": "table_cell", "bbox": { "l": 191.159924, "t": 458.284497, "r": 270.595444, "b": 451.0887 }, "text": "Apron Thickness, TH = 2 × d_{{50}}", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1462.3.31", "order": 35, "type": "table_cell", "bbox": { "l": 384.719846, "t": 330.691188, "r": 397.916554, "b": 323.76875 }, "text": "8 in", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p1462.3.32", "order": 36, "type": "table_cell", "bbox": { "l": 148.199941, "t": 424.66291, "r": 179.760534, "b": 417.120553 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1462.3.33", "order": 37, "type": "table_cell", "bbox": { "l": 191.159924, "t": 552.091099, "r": 265.05026, "b": 545.168662 }, "text": "if Scour Hole Depth, y = D_{{0}}", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1462.3.34", "order": 38, "type": "table_cell", "bbox": { "l": 329.399868, "t": 424.17115, "r": 346.676581, "b": 417.248713 }, "text": "12 in", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1462.3.35", "order": 39, "type": "table_cell", "bbox": { "l": 144, "t": 253.5861, "r": 215.34, "b": 228.1252 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1462.3.36", "order": 40, "type": "table_cell", "bbox": { "l": 191.159924, "t": 530.971108, "r": 291.44739, "b": 524.04867 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1462.3.37", "order": 41, "type": "table_cell", "bbox": { "l": 144, "t": 228.1252, "r": 215.34, "b": 202.6643 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1462.3.38", "order": 42, "type": "table_cell", "bbox": { "l": 191.159924, "t": 520.684472, "r": 273.260165, "b": 502.928679 }, "text": "Minimum Bottom Width W_{{1}}=2 W_{{0}}\nMinimum Bottom Length L_{{1}}=3 D_{{0}}", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 37 }, { "id": "p1462.3.39", "order": 43, "type": "table_cell", "bbox": { "l": 374.39985, "t": 520.411112, "r": 396.989221, "b": 502.928679 }, "text": "2.00 ft\n3.00 ft", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 38 }, { "id": "p1462.3.40", "order": 44, "type": "table_cell", "bbox": { "l": 144, "t": 177.2035, "r": 215.34, "b": 151.7426 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1462.3.41", "order": 45, "type": "table_cell", "bbox": { "l": 191.159924, "t": 499.56448, "r": 339.449336, "b": 481.808687 }, "text": "Minimum Top Width (max side slope of 3:1),\nMinimum Top Length (max side slope of 3:1)", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true }, "reading_order": 40 }, { "id": "p1462.3.42", "order": 46, "type": "table_cell", "bbox": { "l": 374.39985, "t": 371.371171, "r": 396.989221, "b": 353.888738 }, "text": "8.00 ft\n9.00 ft", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 41 }, { "id": "p1462.3.43", "order": 47, "type": "table_cell", "bbox": { "l": 144, "t": 126.2817, "r": 215.34, "b": 100.8209 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1462.3.44", "order": 48, "type": "table_cell", "bbox": { "l": 215.34, "t": 126.2817, "r": 358.02, "b": 100.8209 }, "text": "Median Stone $ d_{{50}}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 43 }, { "id": "p1462.3.45", "order": 49, "type": "table_cell", "bbox": { "l": 384.719846, "t": 475.89113, "r": 397.916554, "b": 468.968692 }, "text": "4 in", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1462.3.46", "order": 50, "type": "table_cell", "bbox": { "l": 144, "t": 100.8209, "r": 215.34, "b": 75.36 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1462.3.47", "order": 51, "type": "table_cell", "bbox": { "l": 191.159924, "t": 330.964548, "r": 258.927943, "b": 323.76875 }, "text": "Apron Thickness, TH = 2 × d_{{50}}", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1462.3.48", "order": 52, "type": "table_cell", "bbox": { "l": 384.719846, "t": 457.531137, "r": 397.917875, "b": 450.6087 }, "text": "8 in", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1463, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 80, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 77, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1463.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 697.92 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1463.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 251.52, "b": 675.12 }, "text": "SCOUR HOLE 1A-11", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1463.3", "order": 3, "type": "table", "bbox": { "l": 168, "t": 646.08, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 63, "cells_flagged": 21, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 1, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 12, "col": 3, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" } ] } }, "children": [ { "id": "p1463.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 168, "t": 646.08, "r": 237.06, "b": 620.0914 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1463.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1463.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1463.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 375.18, "t": 646.08, "r": 444.24, "b": 620.0914 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1463.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1463.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1463.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.14", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1463.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 375.18, "t": 620.0914, "r": 444.24, "b": 594.1029 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1463.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1463.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1463.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "1.59", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1463.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 375.18, "t": 594.1029, "r": 444.24, "b": 568.1143 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1463.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1463.3.14", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1463.3.15", "order": 18, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_{0}", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1463.3.16", "order": 19, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.14", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1463.3.17", "order": 20, "type": "table_cell", "bbox": { "l": 375.18, "t": 542.1257, "r": 444.24, "b": 516.1371 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1463.3.18", "order": 21, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1463.3.19", "order": 22, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1463.3.20", "order": 23, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1463.3.21", "order": 24, "type": "table_cell", "bbox": { "l": 375.18, "t": 516.1371, "r": 444.24, "b": 490.1486 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1463.3.22", "order": 25, "type": "table_cell", "bbox": { "l": 168, "t": 490.1486, "r": 237.06, "b": 464.16 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1463.3.23", "order": 26, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1463.3.24", "order": 27, "type": "table_cell", "bbox": { "l": 168, "t": 464.16, "r": 237.06, "b": 438.1714 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1463.3.25", "order": 28, "type": "table_cell", "bbox": { "l": 237.06, "t": 464.16, "r": 306.12, "b": 438.1714 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1463.3.26", "order": 29, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1463.3.27", "order": 30, "type": "table_cell", "bbox": { "l": 375.18, "t": 464.16, "r": 444.24, "b": 438.1714 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1463.3.28", "order": 31, "type": "table_cell", "bbox": { "l": 168, "t": 438.1714, "r": 237.06, "b": 412.1829 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1463.3.29", "order": 32, "type": "table_cell", "bbox": { "l": 237.06, "t": 438.1714, "r": 306.12, "b": 412.1829 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1463.3.30", "order": 33, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1463.3.31", "order": 34, "type": "table_cell", "bbox": { "l": 375.18, "t": 438.1714, "r": 444.24, "b": 412.1829 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1463.3.32", "order": 35, "type": "table_cell", "bbox": { "l": 168, "t": 412.1829, "r": 237.06, "b": 386.1943 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1463.3.33", "order": 36, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1463.3.34", "order": 37, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1463.3.35", "order": 38, "type": "table_cell", "bbox": { "l": 375.18, "t": 412.1829, "r": 444.24, "b": 386.1943 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1463.3.36", "order": 39, "type": "table_cell", "bbox": { "l": 168, "t": 386.1943, "r": 237.06, "b": 360.2057 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1463.3.37", "order": 40, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1463.3.38", "order": 41, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1463.3.39", "order": 42, "type": "table_cell", "bbox": { "l": 375.18, "t": 386.1943, "r": 444.24, "b": 360.2057 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1463.3.40", "order": 43, "type": "table_cell", "bbox": { "l": 168, "t": 360.2057, "r": 237.06, "b": 334.2171 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1463.3.41", "order": 44, "type": "table_cell", "bbox": { "l": 237.06, "t": 360.2057, "r": 306.12, "b": 334.2171 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1463.3.42", "order": 45, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1463.3.43", "order": 46, "type": "table_cell", "bbox": { "l": 375.18, "t": 360.2057, "r": 444.24, "b": 334.2171 }, "text": "in", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1463.3.44", "order": 47, "type": "table_cell", "bbox": { "l": 168, "t": 334.2171, "r": 237.06, "b": 308.2286 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1463.3.45", "order": 48, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1463.3.46", "order": 49, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1463.3.47", "order": 50, "type": "table_cell", "bbox": { "l": 375.18, "t": 334.2171, "r": 444.24, "b": 308.2286 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1463.3.48", "order": 51, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1463.3.49", "order": 52, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1463.3.50", "order": 53, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1463.3.51", "order": 54, "type": "table_cell", "bbox": { "l": 375.18, "t": 308.2286, "r": 444.24, "b": 282.24 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1463.3.52", "order": 55, "type": "table_cell", "bbox": { "l": 168, "t": 282.24, "r": 237.06, "b": 256.2514 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1463.3.53", "order": 56, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1463.3.54", "order": 57, "type": "table_cell", "bbox": { "l": 168, "t": 256.2514, "r": 237.06, "b": 230.2629 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1463.3.55", "order": 58, "type": "table_cell", "bbox": { "l": 237.06, "t": 256.2514, "r": 306.12, "b": 230.2629 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1463.3.56", "order": 59, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "0.02", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1463.3.57", "order": 60, "type": "table_cell", "bbox": { "l": 375.18, "t": 256.2514, "r": 444.24, "b": 230.2629 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1463.3.58", "order": 61, "type": "table_cell", "bbox": { "l": 168, "t": 230.2629, "r": 237.06, "b": 204.2743 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1463.3.59", "order": 62, "type": "table_cell", "bbox": { "l": 237.06, "t": 230.2629, "r": 306.12, "b": 204.2743 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1463.3.60", "order": 63, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1463.3.61", "order": 64, "type": "table_cell", "bbox": { "l": 375.18, "t": 230.2629, "r": 444.24, "b": 204.2743 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1463.3.62", "order": 65, "type": "table_cell", "bbox": { "l": 168, "t": 204.2743, "r": 237.06, "b": 178.2857 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1463.3.63", "order": 66, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1463.3.64", "order": 67, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1463.3.65", "order": 68, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.2743, "r": 444.24, "b": 178.2857 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1463.3.66", "order": 69, "type": "table_cell", "bbox": { "l": 168, "t": 178.2857, "r": 237.06, "b": 152.2971 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1463.3.67", "order": 70, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1463.3.68", "order": 71, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1463.3.69", "order": 72, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.2857, "r": 444.24, "b": 152.2971 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1463.3.70", "order": 73, "type": "table_cell", "bbox": { "l": 168, "t": 152.2971, "r": 237.06, "b": 126.3086 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1463.3.71", "order": 74, "type": "table_cell", "bbox": { "l": 237.06, "t": 152.2971, "r": 306.12, "b": 126.3086 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 70 }, { "id": "p1463.3.72", "order": 75, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1463.3.73", "order": 76, "type": "table_cell", "bbox": { "l": 375.18, "t": 152.2971, "r": 444.24, "b": 126.3086 }, "text": "in", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1463.3.74", "order": 77, "type": "table_cell", "bbox": { "l": 168, "t": 126.3086, "r": 237.06, "b": 100.32 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1463.3.75", "order": 78, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2xd₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1463.3.76", "order": 79, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1463.3.77", "order": 80, "type": "table_cell", "bbox": { "l": 375.18, "t": 126.3086, "r": 444.24, "b": 100.32 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 } ], "reading_order": 2 } ] }, { "document_id": 12617, "page": 1464, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 82, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 78, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1464.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 698.16 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1464.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 246.48, "b": 675.36 }, "text": "SCOUR HOLE 1A-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1464.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1464.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 645.84, "r": 444.24, "b": 100.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 22, "n_cols": 4, "integrity": { "cells_checked": 64, "cells_flagged": 19, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" }, { "row": 15, "col": 1, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 15, "col": 3, "coverage": 0, "text": "ft" } ] } }, "children": [ { "id": "p1464.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 645.84, "r": 237.06, "b": 621.0655 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1464.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1464.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1464.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.18, "t": 645.84, "r": 444.24, "b": 621.0655 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1464.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1464.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1464.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.65", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1464.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 621.0655, "r": 444.24, "b": 596.2909 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1464.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1464.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1464.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "1.59", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1464.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 596.2909, "r": 444.24, "b": 571.5164 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1464.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1464.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1464.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_{0}", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1464.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.52", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1464.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 546.7418, "r": 444.24, "b": 521.9673 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1464.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1464.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1464.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 344.879862, "t": 555.047178, "r": 354.840531, "b": 548.331381 }, "text": "7.5", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1464.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 521.9673, "r": 444.24, "b": 497.1927 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1464.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 168, "t": 497.1927, "r": 237.06, "b": 472.4182 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1464.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1464.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 168, "t": 472.4182, "r": 237.06, "b": 447.6436 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1464.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 237.06, "t": 472.4182, "r": 306.12, "b": 447.6436 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1464.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.50", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1464.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 375.18, "t": 472.4182, "r": 444.24, "b": 447.6436 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1464.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 168, "t": 447.6436, "r": 237.06, "b": 422.8691 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1464.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 237.06, "t": 447.6436, "r": 306.12, "b": 422.8691 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1464.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.75", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1464.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 447.6436, "r": 444.24, "b": 422.8691 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1464.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 168, "t": 422.8691, "r": 237.06, "b": 398.0945 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1464.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1464.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "6.25", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1464.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.18, "t": 422.8691, "r": 444.24, "b": 398.0945 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1464.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 168, "t": 398.0945, "r": 237.06, "b": 373.32 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1464.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1464.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "7.50", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1464.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.18, "t": 398.0945, "r": 444.24, "b": 373.32 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1464.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 168, "t": 373.32, "r": 237.06, "b": 348.5455 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1464.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 212.639915, "t": 359.952456, "r": 256.970114, "b": 352.971459 }, "text": "Median Stone $ d_{50}=\\frac{0.0125q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1464.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1464.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.18, "t": 373.32, "r": 444.24, "b": 348.5455 }, "text": "in", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1464.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 168, "t": 348.5455, "r": 237.06, "b": 323.7709 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1464.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1464.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1464.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.18, "t": 348.5455, "r": 444.24, "b": 323.7709 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1464.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1464.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1464.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "15", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1464.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 323.7709, "r": 444.24, "b": 298.9964 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1464.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 168, "t": 298.9964, "r": 237.06, "b": 274.2218 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1464.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1464.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 168, "t": 274.2218, "r": 237.06, "b": 249.4473 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1464.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 237.06, "t": 274.2218, "r": 306.12, "b": 249.4473 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1464.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.50", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1464.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 274.2218, "r": 444.24, "b": 249.4473 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1464.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 168, "t": 249.4473, "r": 237.06, "b": 224.6727 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1464.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 237.06, "t": 249.4473, "r": 306.12, "b": 224.6727 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1464.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.75", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1464.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.18, "t": 249.4473, "r": 444.24, "b": 224.6727 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1464.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 168, "t": 224.6727, "r": 237.06, "b": 199.8982 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1464.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1464.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 386.759845, "t": 382.487247, "r": 404.641179, "b": 375.77145 }, "text": "10.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1464.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.18, "t": 224.6727, "r": 444.24, "b": 199.8982 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1464.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 168, "t": 199.8982, "r": 237.06, "b": 175.1236 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1464.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1464.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 386.759845, "t": 372.407251, "r": 404.641179, "b": 365.691454 }, "text": "11.25", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1464.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.18, "t": 199.8982, "r": 444.24, "b": 175.1236 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1464.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 168, "t": 175.1236, "r": 237.06, "b": 150.3491 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1464.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 212.639915, "t": 482.472407, "r": 256.970114, "b": 475.49141 }, "text": "Median Stone $ d_{50}=\\frac{0.0082q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 70 }, { "id": "p1464.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1464.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.18, "t": 175.1236, "r": 444.24, "b": 150.3491 }, "text": "in", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1464.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 168, "t": 150.3491, "r": 237.06, "b": 125.5745 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1464.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 293.542938, "b": 336.891465 }, "text": "Apron Thickness, TH = $ 2x $ d₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1464.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1464.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.18, "t": 150.3491, "r": 444.24, "b": 125.5745 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 }, { "id": "p1464.4.78", "order": 82, "type": "table_cell", "bbox": { "l": 168, "t": 125.5745, "r": 444.24, "b": 100.8 }, "text": "[F31 [F2]", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 77 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1465, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", 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21, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 1, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" }, { "row": 15, "col": 1, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" } ] } }, "children": [ { "id": "p1465.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 645.84, "r": 237.06, "b": 621.0545 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1465.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1465.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "15", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1465.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.18, "t": 645.84, "r": 444.24, "b": 621.0545 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1465.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1465.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1465.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 371.039852, "t": 629.232348, "r": 380.880538, "b": 622.251351 }, "text": "2.6", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1465.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 621.0545, "r": 444.24, "b": 596.2691 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1465.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1465.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1465.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "1.59", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1465.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 596.2691, "r": 444.24, "b": 571.4836 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1465.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1465.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1465.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_{0}", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1465.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "2.08", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1465.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 546.6982, "r": 444.24, "b": 521.9127 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1465.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1465.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1465.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 344.879862, "t": 555.047178, "r": 354.840531, "b": 548.331381 }, "text": "7.5", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1465.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 521.9127, "r": 444.24, "b": 497.1273 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1465.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 168, "t": 497.1273, "r": 237.06, "b": 472.3418 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1465.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1465.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 168, "t": 472.3418, "r": 237.06, "b": 447.5564 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1465.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 237.06, "t": 472.3418, "r": 306.12, "b": 447.5564 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1465.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.50", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1465.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 375.18, "t": 472.3418, "r": 444.24, "b": 447.5564 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1465.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 168, "t": 447.5564, "r": 237.06, "b": 422.7709 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1465.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 237.06, "t": 447.5564, "r": 306.12, "b": 422.7709 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1465.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.75", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1465.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 447.5564, "r": 444.24, "b": 422.7709 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1465.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 168, "t": 422.7709, "r": 237.06, "b": 397.9855 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1465.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1465.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "6.25", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1465.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.18, "t": 422.7709, "r": 444.24, "b": 397.9855 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1465.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 168, "t": 397.9855, "r": 237.06, "b": 373.2 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1465.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1465.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "7.50", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1465.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.18, "t": 397.9855, "r": 444.24, "b": 373.2 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1465.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 168, "t": 373.2, "r": 237.06, "b": 348.4145 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1465.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 237.06, "t": 373.2, "r": 306.12, "b": 348.4145 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1465.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1465.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.18, "t": 373.2, "r": 444.24, "b": 348.4145 }, "text": "in", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1465.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 168, "t": 348.4145, "r": 237.06, "b": 323.6291 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1465.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1465.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1465.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.18, "t": 348.4145, "r": 444.24, "b": 323.6291 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1465.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1465.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1465.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "15", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1465.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 323.6291, "r": 444.24, "b": 298.8436 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1465.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 168, "t": 298.8436, "r": 237.06, "b": 274.0582 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 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"bbox_refit": true }, "reading_order": 55 }, { "id": "p1465.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 274.0582, "r": 444.24, "b": 249.2727 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1465.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 168, "t": 249.2727, "r": 237.06, "b": 224.4873 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1465.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 237.06, "t": 249.2727, "r": 306.12, "b": 224.4873 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1465.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.75", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1465.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.18, "t": 249.2727, "r": 444.24, "b": 224.4873 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1465.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 168, "t": 224.4873, "r": 237.06, "b": 199.7018 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1465.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1465.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 386.759845, "t": 382.487247, "r": 404.641179, "b": 375.77145 }, "text": "10.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1465.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.18, "t": 224.4873, "r": 444.24, "b": 199.7018 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1465.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 168, "t": 199.7018, "r": 237.06, "b": 174.9164 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1465.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1465.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 386.759845, "t": 372.407251, "r": 404.641179, "b": 365.691454 }, "text": "11.25", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1465.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.18, "t": 199.7018, "r": 444.24, "b": 174.9164 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1465.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 168, "t": 174.9164, "r": 237.06, "b": 150.1309 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1465.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 237.06, "t": 174.9164, "r": 306.12, "b": 150.1309 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 70 }, { "id": "p1465.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1465.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.18, "t": 174.9164, "r": 444.24, "b": 150.1309 }, "text": "in", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1465.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 168, "t": 150.1309, "r": 237.06, "b": 125.3455 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1465.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 293.542938, "b": 336.891465 }, "text": "Apron Thickness, TH = $ 2x $ d₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1465.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1465.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.18, "t": 150.1309, "r": 444.24, "b": 125.3455 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 }, { "id": "p1465.4.78", "order": 82, "type": "table_cell", "bbox": { "l": 168, "t": 125.3455, "r": 444.24, "b": 100.56 }, "text": "[F31 [F2]", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 77 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1466, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 81, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 77, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1466.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 697.92 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1466.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.48, "b": 675.12 }, "text": "SCOUR HOLE 2-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1466.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1466.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 645.12, "r": 444.24, "b": 101.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 63, "cells_flagged": 21, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 1, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 12, "col": 3, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" } ] } }, "children": [ { "id": "p1466.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 645.12, "r": 237.06, "b": 619.2229 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1466.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": 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"text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1466.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.07", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1466.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 619.2229, "r": 444.24, "b": 593.3257 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1466.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1466.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1466.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.47", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1466.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 593.3257, "r": 444.24, "b": 567.4286 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1466.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1466.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1466.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_{0}", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1466.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.07", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1466.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 541.5314, "r": 444.24, "b": 515.6343 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1466.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1466.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1466.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1466.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 515.6343, "r": 444.24, "b": 489.7371 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1466.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 168, "t": 489.7371, "r": 237.06, "b": 463.84 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1466.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1466.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 168, "t": 463.84, "r": 237.06, "b": 437.9429 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1466.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 237.06, "t": 463.84, "r": 306.12, "b": 437.9429 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1466.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1466.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 375.18, "t": 463.84, "r": 444.24, "b": 437.9429 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1466.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 168, "t": 437.9429, "r": 237.06, "b": 412.0457 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1466.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 237.06, "t": 437.9429, "r": 306.12, "b": 412.0457 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1466.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1466.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 437.9429, "r": 444.24, "b": 412.0457 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1466.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 168, "t": 412.0457, "r": 237.06, "b": 386.1486 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1466.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1466.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1466.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.18, "t": 412.0457, "r": 444.24, "b": 386.1486 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1466.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 168, "t": 386.1486, "r": 237.06, "b": 360.2514 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1466.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1466.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1466.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.18, "t": 386.1486, "r": 444.24, "b": 360.2514 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1466.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 168, "t": 360.2514, "r": 237.06, "b": 334.3543 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1466.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 237.06, "t": 360.2514, "r": 306.12, "b": 334.3543 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1466.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1466.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.18, "t": 360.2514, "r": 444.24, "b": 334.3543 }, "text": "in", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1466.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 168, "t": 334.3543, "r": 237.06, "b": 308.4571 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1466.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1466.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1466.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.18, "t": 334.3543, "r": 444.24, "b": 308.4571 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1466.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1466.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1466.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1466.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 308.4571, "r": 444.24, "b": 282.56 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1466.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 168, "t": 282.56, "r": 237.06, "b": 256.6629 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1466.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1466.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 168, "t": 256.6629, "r": 237.06, "b": 230.7657 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1466.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 237.06, "t": 256.6629, "r": 306.12, "b": 230.7657 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1466.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1466.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 256.6629, "r": 444.24, "b": 230.7657 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1466.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 168, "t": 230.7657, "r": 237.06, "b": 204.8686 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1466.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 237.06, "t": 230.7657, "r": 306.12, "b": 204.8686 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1466.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1466.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.18, "t": 230.7657, "r": 444.24, "b": 204.8686 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1466.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 168, "t": 204.8686, "r": 237.06, "b": 178.9714 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1466.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1466.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1466.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.8686, "r": 444.24, "b": 178.9714 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1466.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 168, "t": 178.9714, "r": 237.06, "b": 153.0743 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1466.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1466.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1466.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.9714, "r": 444.24, "b": 153.0743 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1466.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 168, "t": 153.0743, "r": 237.06, "b": 127.1771 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1466.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 237.06, "t": 153.0743, "r": 306.12, "b": 127.1771 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 70 }, { "id": "p1466.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1466.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.18, "t": 153.0743, "r": 444.24, "b": 127.1771 }, "text": "in", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1466.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 168, "t": 127.1771, "r": 237.06, "b": 101.28 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1466.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2xd₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1466.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1466.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.18, "t": 127.1771, "r": 444.24, "b": 101.28 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1467, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 63, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1467.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 697.92 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1467.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.48, "b": 675.36 }, "text": "SCOUR HOLE 2-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1467.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1467.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 643.68, "r": 444.24, "b": 100.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 63, "cells_flagged": 19, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W₀" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 0, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 2, "coverage": 0, "text": "ft" }, { "row": 8, "col": 0, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 2, "coverage": 0, "text": "ft" }, { "row": 12, "col": 2, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" }, { "row": 15, "col": 0, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" } ] } }, "children": [ { "id": "p1467.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 643.68, "r": 237.06, "b": 617.8171 }, "text": "W₀", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1467.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1467.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1467.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.18, "t": 643.68, "r": 444.24, "b": 617.8171 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1467.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1467.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1467.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.92", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1467.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 617.8171, "r": 444.24, "b": 591.9543 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1467.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1467.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1467.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.47", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1467.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 591.9543, "r": 444.24, "b": 566.0914 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1467.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1467.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1467.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W₀", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1467.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.92", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1467.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 540.2286, "r": 444.24, "b": 514.3657 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1467.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1467.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1467.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1467.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 514.3657, "r": 444.24, "b": 488.5029 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1467.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1467.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 237.06, "t": 462.64, "r": 306.12, "b": 436.7771 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1467.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1467.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 375.18, "t": 462.64, "r": 444.24, "b": 436.7771 }, "text": "ft", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1467.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 237.06, "t": 436.7771, "r": 306.12, "b": 410.9143 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1467.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1467.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 375.18, "t": 436.7771, "r": 444.24, "b": 410.9143 }, "text": "ft", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1467.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1467.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1467.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 410.9143, "r": 444.24, "b": 385.0514 }, "text": "ft", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1467.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1467.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1467.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 375.18, "t": 385.0514, "r": 444.24, "b": 359.1886 }, "text": "ft", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p1467.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 212.639915, "t": 359.952456, "r": 256.970114, "b": 352.971459 }, "text": "Median Stone $ d_{50}=\\frac{0.0125q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1467.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1467.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 375.18, "t": 359.1886, "r": 444.24, "b": 333.3257 }, "text": "in", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1467.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1467.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1467.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 375.18, "t": 333.3257, "r": 444.24, "b": 307.4629 }, "text": "in", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1467.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1467.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1467.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1467.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 375.18, "t": 307.4629, "r": 444.24, "b": 281.6 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1467.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1467.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 237.06, "t": 255.7371, "r": 306.12, "b": 229.8743 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1467.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1467.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 375.18, "t": 255.7371, "r": 444.24, "b": 229.8743 }, "text": "ft", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 47 }, { "id": "p1467.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 237.06, "t": 229.8743, "r": 306.12, "b": 204.0114 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 48 }, { "id": "p1467.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1467.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 229.8743, "r": 444.24, "b": 204.0114 }, "text": "ft", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1467.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1467.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1467.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.0114, "r": 444.24, "b": 178.1486 }, "text": "ft", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1467.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1467.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1467.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.1486, "r": 444.24, "b": 152.2857 }, "text": "ft", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1467.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 212.639915, "t": 482.472407, "r": 256.970114, "b": 475.49141 }, "text": "Median Stone $ d_{50}=\\frac{0.0082q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 57 }, { "id": "p1467.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 58 }, { "id": "p1467.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 375.18, "t": 152.2857, "r": 444.24, "b": 126.4229 }, "text": "in", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 59 }, { "id": "p1467.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 293.542938, "b": 336.891465 }, "text": "Apron Thickness, TH = $ 2x $ d₅₀", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 60 }, { "id": "p1467.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 61 }, { "id": "p1467.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 375.18, "t": 126.4229, "r": 444.24, "b": 100.56 }, "text": "in", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 62 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1468, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 67, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 63, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1468.1", "order": 1, "type": "text", "bbox": { "l": 169.2, "t": 728.4, "r": 231.12, "b": 697.92 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1468.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.72, "b": 675.36 }, "text": "SCOUR HOLE 2-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1468.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1468.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 643.68, "r": 444.24, "b": 100.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 63, "cells_flagged": 21, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W₀" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 5, "col": 3, "coverage": 0, "text": "in" }, { "row": 7, "col": 0, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 2, "coverage": 0, "text": "ft" }, { "row": 8, "col": 0, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 2, "coverage": 0, "text": "ft" }, { "row": 11, "col": 0, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 12, "col": 2, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" } ] } }, "children": [ { "id": "p1468.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 643.68, "r": 237.06, "b": 617.8286 }, "text": "W₀", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1468.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1468.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1468.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.18, "t": 643.68, "r": 444.24, "b": 617.8286 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1468.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1468.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1468.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 376.919849, "t": 629.232348, "r": 380.880182, "b": 622.251351 }, "text": "0", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1468.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 617.8286, "r": 444.24, "b": 591.9771 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1468.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1468.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1468.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.47", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1468.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 591.9771, "r": 444.24, "b": 566.1257 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1468.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1468.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1468.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W₀", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1468.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.00", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1468.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 540.2743, "r": 444.24, "b": 514.4229 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1468.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1468.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1468.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1468.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 514.4229, "r": 444.24, "b": 488.5714 }, "text": "in", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1468.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1468.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 237.06, "t": 462.72, "r": 306.12, "b": 436.8686 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1468.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1468.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 375.18, "t": 462.72, "r": 444.24, "b": 436.8686 }, "text": "ft", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1468.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 237.06, "t": 436.8686, "r": 306.12, "b": 411.0171 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1468.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1468.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 375.18, "t": 436.8686, "r": 444.24, "b": 411.0171 }, "text": "ft", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1468.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1468.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1468.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 411.0171, "r": 444.24, "b": 385.1657 }, "text": "ft", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1468.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 31 }, { "id": "p1468.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1468.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 375.18, "t": 385.1657, "r": 444.24, "b": 359.3143 }, "text": "ft", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p1468.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 237.06, "t": 359.3143, "r": 306.12, "b": 333.4629 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1468.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1468.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 375.18, "t": 359.3143, "r": 444.24, "b": 333.4629 }, "text": "in", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1468.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1468.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1468.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 375.18, "t": 333.4629, "r": 444.24, "b": 307.6114 }, "text": "in", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1468.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1468.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1468.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1468.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 375.18, "t": 307.6114, "r": 444.24, "b": 281.76 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1468.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1468.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 237.06, "t": 255.9086, "r": 306.12, "b": 230.0571 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1468.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1468.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 375.18, "t": 255.9086, "r": 444.24, "b": 230.0571 }, "text": "ft", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 47 }, { "id": "p1468.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 237.06, "t": 230.0571, "r": 306.12, "b": 204.2057 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 48 }, { "id": "p1468.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1468.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 230.0571, "r": 444.24, "b": 204.2057 }, "text": "ft", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1468.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1468.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1468.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.2057, "r": 444.24, "b": 178.3543 }, "text": "ft", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1468.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1468.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1468.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.3543, "r": 444.24, "b": 152.5029 }, "text": "ft", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1468.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 237.06, "t": 152.5029, "r": 306.12, "b": 126.6514 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1468.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 58 }, { "id": "p1468.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 375.18, "t": 152.5029, "r": 444.24, "b": 126.6514 }, "text": "in", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 59 }, { "id": "p1468.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 60 }, { "id": "p1468.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 61 }, { "id": "p1468.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 375.18, "t": 126.6514, "r": 444.24, "b": 100.8 }, "text": "in", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 62 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1469, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 85, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 81, "text": 1 }, "build_ms": 8, "items": [ { "id": "p1469.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.12, "b": 698.16 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1469.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 246.48, "b": 675.36 }, "text": "SCOUR HOLE 3A-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1469.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1469.4", "order": 4, "type": "table", "bbox": { "l": 167.76, "t": 651.3123390000001, "r": 444.24, "b": 100.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 22, "n_cols": 4, "integrity": { "cells_checked": 67, "cells_flagged": 20, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "D₀" }, { "row": 1, "col": 0, "coverage": 0, "text": "W₀" }, { "row": 1, "col": 3, "coverage": 0, "text": "in" }, { "row": 3, "col": 3, "coverage": 0, "text": "ft" }, { "row": 5, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 9, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 12, "col": 1, "coverage": 0, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" }, { "row": 14, "col": 3, "coverage": 0, "text": "in" }, { "row": 16, "col": 1, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" } ] } }, "children": [ { "id": "p1469.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 167.76, "t": 647.28, "r": 236.88, "b": 622.44 }, "text": "D₀", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1469.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 651.3123390000001, "r": 298.897097, "b": 644.331342 }, "text": "Max Height of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1469.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1469.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.12, "t": 647.28, "r": 444.24, "b": 622.44 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1469.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 167.76, "t": 622.44, "r": 236.88, "b": 597.6 }, "text": "W₀", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p1469.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1469.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 372.960628, "t": 651.3123390000001, "r": 380.881293, "b": 644.331342 }, "text": "12", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1469.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.12, "t": 622.44, "r": 444.24, "b": 597.6 }, "text": "in", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1469.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "Q", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1469.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1469.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.25", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1469.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.12, "t": 597.6, "r": 444.24, "b": 572.76 }, "text": "cfs", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1469.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1469.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1469.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.12", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1469.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 375.12, "t": 572.76, "r": 444.24, "b": 547.92 }, "text": "ft", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p1469.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1469.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "q", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1469.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1469.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.25", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1469.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.12, "t": 523.08, "r": 444.24, "b": 498.24 }, "text": "cfs per foot", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1469.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1469.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1469.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1469.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 375.12, "t": 498.24, "r": 444.24, "b": 473.4 }, "text": "in", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1469.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 167.76, "t": 473.4, "r": 236.88, "b": 448.56 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1469.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1469.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 167.76, "t": 448.56, "r": 236.88, "b": 423.72 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1469.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 236.88, "t": 448.56, "r": 306, "b": 423.72 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1469.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1469.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.12, "t": 448.56, "r": 444.24, "b": 423.72 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1469.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 167.76, "t": 423.72, "r": 236.88, "b": 398.88 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1469.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 236.88, "t": 423.72, "r": 306, "b": 398.88 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 32 }, { "id": "p1469.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1469.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.12, "t": 423.72, "r": 444.24, "b": 398.88 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1469.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 167.76, "t": 398.88, "r": 236.88, "b": 374.04 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1469.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1469.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1469.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.12, "t": 398.88, "r": 444.24, "b": 374.04 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1469.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 167.76, "t": 374.04, "r": 236.88, "b": 349.2 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1469.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 40 }, { "id": "p1469.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1469.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.12, "t": 374.04, "r": 444.24, "b": 349.2 }, "text": "ft", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1469.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 167.76, "t": 349.2, "r": 236.88, "b": 324.36 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1469.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 236.88, "t": 349.2, "r": 306, "b": 324.36 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p1469.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1469.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.12, "t": 349.2, "r": 444.24, "b": 324.36 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1469.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 167.76, "t": 324.36, "r": 236.88, "b": 299.52 }, "text": "", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 47 }, { "id": "p1469.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1469.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1469.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.12, "t": 324.36, "r": 444.24, "b": 299.52 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1469.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1469.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1469.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 53 }, { "id": "p1469.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 375.12, "t": 299.52, "r": 444.24, "b": 274.68 }, "text": "in", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1469.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 167.76, "t": 274.68, "r": 236.88, "b": 249.84 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 55 }, { "id": "p1469.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 56 }, { "id": "p1469.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 167.76, "t": 249.84, "r": 236.88, "b": 225 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1469.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 236.88, "t": 249.84, "r": 306, "b": 225 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1469.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1469.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.12, "t": 249.84, "r": 444.24, "b": 225 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1469.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 167.76, "t": 225, "r": 236.88, "b": 200.16 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1469.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 236.88, "t": 225, "r": 306, "b": 200.16 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 62 }, { "id": "p1469.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1469.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.12, "t": 225, "r": 444.24, "b": 200.16 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1469.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 167.76, "t": 200.16, "r": 236.88, "b": 175.32 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1469.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1469.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1469.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.12, "t": 200.16, "r": 444.24, "b": 175.32 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1469.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 167.76, "t": 175.32, "r": 236.88, "b": 150.48 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1469.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 70 }, { "id": "p1469.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1469.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.12, "t": 175.32, "r": 444.24, "b": 150.48 }, "text": "ft", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1469.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 167.76, "t": 150.48, "r": 236.88, "b": 125.64 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1469.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 236.88, "t": 150.48, "r": 306, "b": 125.64 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 74 }, { "id": "p1469.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 404.640172, "b": 352.971459 }, "text": "4", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1469.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.12, "t": 150.48, "r": 444.24, "b": 125.64 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 }, { "id": "p1469.4.78", "order": 82, "type": "table_cell", "bbox": { "l": 167.76, "t": 125.64, "r": 236.88, "b": 100.8 }, "text": "", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 77 }, { "id": "p1469.4.79", "order": 83, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 21, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 78 }, { "id": "p1469.4.80", "order": 84, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 404.640172, "b": 336.891465 }, "text": "8", "attrs": { "row": 21, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 79 }, { "id": "p1469.4.81", "order": 85, "type": "table_cell", "bbox": { "l": 375.12, "t": 125.64, "r": 444.24, "b": 100.8 }, "text": "in", "attrs": { "row": 21, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 80 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1470, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 81, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 77, "text": 1 }, "build_ms": 9, "items": [ { "id": "p1470.1", "order": 1, "type": "text", "bbox": { "l": 169.2, "t": 728.4, "r": 231.36, "b": 697.68 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1470.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.48, "b": 675.12 }, "text": "SCOUR HOLE 3-1", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1470.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1470.4", "order": 4, "type": "table", "bbox": { "l": 168, "t": 644.88, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 21, "n_cols": 4, "integrity": { "cells_checked": 57, "cells_flagged": 16, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W_{0}" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 7, "col": 1, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 7, "col": 3, "coverage": 0, "text": "ft" }, { "row": 8, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 1, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 15, "col": 1, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 15, "col": 3, "coverage": 0, "text": "ft" }, { "row": 16, "col": 1, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" } ] } }, "children": [ { "id": "p1470.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168, "t": 644.88, "r": 237.06, "b": 618.9486 }, "text": "W_{0}", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1470.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1470.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1470.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.18, "t": 644.88, "r": 444.24, "b": 618.9486 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1470.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1470.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1470.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "0.08", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1470.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.18, "t": 618.9486, "r": 444.24, "b": 593.0171 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1470.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1470.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1470.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.01", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1470.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.18, "t": 593.0171, "r": 444.24, "b": 567.0857 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1470.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1470.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1470.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_{0}", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1470.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.08", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1470.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.18, "t": 541.1543, "r": 444.24, "b": 515.2229 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1470.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1470.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1470.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 363.71584, "b": 548.331381 }, "text": "6 in", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1470.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.18, "t": 515.2229, "r": 444.24, "b": 489.2914 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1470.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 168, "t": 489.2914, "r": 237.06, "b": 463.36 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1470.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1470.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 168, "t": 463.36, "r": 237.06, "b": 437.4286 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p1470.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 237.06, "t": 463.36, "r": 306.12, "b": 437.4286 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1470.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p1470.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 375.18, "t": 463.36, "r": 444.24, "b": 437.4286 }, "text": "ft", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1470.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 168, "t": 437.4286, "r": 237.06, "b": 411.4971 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1470.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 237.06, "t": 437.4286, "r": 306.12, "b": 411.4971 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p1470.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1470.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.18, "t": 437.4286, "r": 444.24, "b": 411.4971 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1470.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 168, "t": 411.4971, "r": 237.06, "b": 385.5657 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1470.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1470.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1470.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 375.18, "t": 411.4971, "r": 444.24, "b": 385.5657 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1470.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 168, "t": 385.5657, "r": 237.06, "b": 359.6343 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1470.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1470.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1470.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 375.18, "t": 385.5657, "r": 444.24, "b": 359.6343 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1470.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 168, "t": 359.6343, "r": 237.06, "b": 333.7029 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1470.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 237.06, "t": 359.6343, "r": 306.12, "b": 333.7029 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1470.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 413.514508, "b": 475.49141 }, "text": "6 in", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1470.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 375.18, "t": 359.6343, "r": 444.24, "b": 333.7029 }, "text": "", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1470.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 168, "t": 333.7029, "r": 237.06, "b": 307.7714 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1470.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 44 }, { "id": "p1470.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 363.714885, "b": 426.17143 }, "text": "12 in", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 45 }, { "id": "p1470.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 375.18, "t": 333.7029, "r": 444.24, "b": 307.7714 }, "text": "", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 46 }, { "id": "p1470.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1470.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 48 }, { "id": "p1470.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 413.514866, "b": 457.851417 }, "text": "12 in", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 49 }, { "id": "p1470.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.18, "t": 307.7714, "r": 444.24, "b": 281.84 }, "text": "", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1470.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 168, "t": 281.84, "r": 237.06, "b": 255.9086 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1470.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1470.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 168, "t": 255.9086, "r": 237.06, "b": 229.9771 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1470.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 237.06, "t": 255.9086, "r": 306.12, "b": 229.9771 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1470.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1470.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.18, "t": 255.9086, "r": 444.24, "b": 229.9771 }, "text": "ft", "attrs": { "row": 15, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 56 }, { "id": "p1470.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 168, "t": 229.9771, "r": 237.06, "b": 204.0457 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1470.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 237.06, "t": 229.9771, "r": 306.12, "b": 204.0457 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1470.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 59 }, { "id": "p1470.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 375.18, "t": 229.9771, "r": 444.24, "b": 204.0457 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 60 }, { "id": "p1470.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 168, "t": 204.0457, "r": 237.06, "b": 178.1143 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 61 }, { "id": "p1470.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 62 }, { "id": "p1470.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 63 }, { "id": "p1470.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 375.18, "t": 204.0457, "r": 444.24, "b": 178.1143 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 64 }, { "id": "p1470.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 168, "t": 178.1143, "r": 237.06, "b": 152.1829 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 65 }, { "id": "p1470.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1470.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 67 }, { "id": "p1470.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 375.18, "t": 178.1143, "r": 444.24, "b": 152.1829 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1470.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 168, "t": 152.1829, "r": 237.06, "b": 126.2514 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1470.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 237.06, "t": 152.1829, "r": 306.12, "b": 126.2514 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 70 }, { "id": "p1470.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 413.514508, "b": 352.971459 }, "text": "4 in", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 71 }, { "id": "p1470.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 375.18, "t": 152.1829, "r": 444.24, "b": 126.2514 }, "text": "", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1470.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 168, "t": 126.2514, "r": 237.06, "b": 100.32 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 73 }, { "id": "p1470.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 293.542938, "b": 336.891465 }, "text": "Apron Thickness, TH = 2x d₅₀", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1470.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 413.514508, "b": 336.891465 }, "text": "8 in", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 75 }, { "id": "p1470.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 375.18, "t": 126.2514, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 76 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1471, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 109, "counts_by_type": { "caption": 3, "figure": 1, "heading": 2, "table": 1, "table_cell": 101, "text": 1 }, "build_ms": 7, "items": [ { "id": "p1471.1", "order": 1, "type": "text", "bbox": { "l": 169.2, "t": 728.4, "r": 231.36, "b": 697.68 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1471.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.48, "b": 675.36 }, "text": "SCOUR HOLE 3-3", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1471.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1471.4", "order": 4, "type": "table", "bbox": { "l": 169.2, "t": 651.3123390000001, "r": 441.84, "b": 331.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 22, "n_cols": 5, "integrity": { "cells_checked": 67, "cells_flagged": 19, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "D_0" }, { "row": 1, "col": 0, "coverage": 0, "text": "W_0" }, { "row": 1, "col": 3, "coverage": 0, "text": "in" }, { "row": 2, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 3, "col": 3, "coverage": 0, "text": "ft" }, { "row": 5, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 8, "col": 3, "coverage": 0, "text": "ft" }, { "row": 9, "col": 3, "coverage": 0, "text": "ft" }, { "row": 11, "col": 3, "coverage": 0, "text": "ft" }, { "row": 12, "col": 1, "coverage": 0, "text": "Median Stone d_50= 0.0125 q1.33 TW" }, { "row": 12, "col": 3, "coverage": 0, "text": "in" }, { "row": 13, "col": 3, "coverage": 0, "text": "in" } ] } }, "children": [ { "id": "p1471.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 169.2, "t": 648.96, "r": 223.728, "b": 634.5382 }, "text": "D_0", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1471.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 651.3123390000001, "r": 298.897097, "b": 644.331342 }, "text": "Max Height of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1471.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1471.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 332.784, "t": 648.96, "r": 387.312, "b": 634.5382 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1471.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 387.312, "t": 648.96, "r": 441.84, "b": 634.5382 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p1471.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 169.2, "t": 634.5382, "r": 223.728, "b": 620.1164 }, "text": "W_0", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p1471.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1471.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 372.960628, "t": 651.3123390000001, "r": 380.881293, "b": 644.331342 }, "text": "12", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p1471.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 332.784, "t": 634.5382, "r": 387.312, "b": 620.1164 }, "text": "in", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p1471.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 387.312, "t": 634.5382, "r": 441.84, "b": 620.1164 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p1471.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1471.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p1471.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 367.079853, "t": 629.232348, "r": 380.880872, "b": 622.251351 }, "text": "1.02", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1471.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 332.784, "t": 620.1164, "r": 387.312, "b": 605.6945 }, "text": "cfs", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p1471.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 387.312, "t": 620.1164, "r": 441.84, "b": 605.6945 }, "text": "", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p1471.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1471.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p1471.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.01", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1471.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 332.784, "t": 605.6945, "r": 387.312, "b": 591.2727 }, "text": "ft", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p1471.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 387.312, "t": 605.6945, "r": 441.84, "b": 591.2727 }, "text": "", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p1471.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 20 }, { "id": "p1471.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 387.312, "t": 591.2727, "r": 441.84, "b": 576.8509 }, "text": "", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p1471.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p1471.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W_0", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1471.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "1.02", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p1471.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 332.784, "t": 576.8509, "r": 387.312, "b": 562.4291 }, "text": "cfs per foot", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1471.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 387.312, "t": 576.8509, "r": 441.84, "b": 562.4291 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p1471.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p1471.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p1471.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 354.840192, "b": 548.331381 }, "text": "6", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p1471.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 332.784, "t": 562.4291, "r": 387.312, "b": 548.0073 }, "text": "in", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1471.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 387.312, "t": 562.4291, "r": 441.84, "b": 548.0073 }, "text": "", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1471.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 169.2, "t": 548.0073, "r": 223.728, "b": 533.5855 }, "text": "", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 32 }, { "id": "p1471.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 33 }, { "id": "p1471.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 387.312, "t": 548.0073, "r": 441.84, "b": 533.5855 }, "text": "", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 34 }, { "id": "p1471.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 169.2, "t": 533.5855, "r": 223.728, "b": 519.1636 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p1471.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 212.639915, "t": 525.07239, "r": 290.661211, "b": 518.0913929999999 }, "text": "Minimum Bottom Width W_1=2 W_0", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 36 }, { "id": "p1471.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 404.640845, "b": 518.0913929999999 }, "text": "2.00", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1471.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 332.784, "t": 533.5855, "r": 387.312, "b": 519.1636 }, "text": "ft", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 38 }, { "id": "p1471.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 387.312, "t": 533.5855, "r": 441.84, "b": 519.1636 }, "text": "", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 39 }, { "id": "p1471.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 169.2, "t": 519.1636, "r": 223.728, "b": 504.7418 }, "text": "", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1471.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 212.639915, "t": 514.992394, "r": 292.70124, "b": 508.011397 }, "text": "Minimum Bottom Length L_1=3 D_0", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1471.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 404.640845, "b": 508.011397 }, "text": "3.00", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 42 }, { "id": "p1471.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 332.784, "t": 519.1636, "r": 387.312, "b": 504.7418 }, "text": "ft", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 43 }, { "id": "p1471.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 387.312, "t": 519.1636, "r": 441.84, "b": 504.7418 }, "text": "", "attrs": { "row": 9, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p1471.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 169.2, "t": 504.7418, "r": 223.728, "b": 490.32 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1471.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 497.931401 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1471.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 404.640845, "b": 497.931401 }, "text": "5.00", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 47 }, { "id": "p1471.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 387.312, "t": 504.7418, "r": 441.84, "b": 490.32 }, "text": "ft", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 48 }, { "id": "p1471.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 169.2, "t": 490.32, "r": 223.728, "b": 475.8982 }, "text": "", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 49 }, { "id": "p1471.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 212.639915, "t": 494.832402, "r": 353.848099, "b": 487.851405 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 50 }, { "id": "p1471.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 390.719844, "t": 494.567202, "r": 404.640845, "b": 487.851405 }, "text": "6.00", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 51 }, { "id": "p1471.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 332.784, "t": 490.32, "r": 387.312, "b": 475.8982 }, "text": "ft", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 52 }, { "id": "p1471.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 387.312, "t": 490.32, "r": 441.84, "b": 475.8982 }, "text": "", "attrs": { "row": 11, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1471.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 169.2, "t": 475.8982, "r": 223.728, "b": 461.4764 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 54 }, { "id": "p1471.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 223.728, "t": 475.8982, "r": 278.256, "b": 461.4764 }, "text": "Median Stone d_50= 0.0125 q1.33 TW", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 55 }, { "id": "p1471.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 404.640172, "b": 475.49141 }, "text": "6", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 56 }, { "id": "p1471.4.58", "order": 62, "type": "table_cell", "bbox": { "l": 332.784, "t": 475.8982, "r": 387.312, "b": 461.4764 }, "text": "in", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 57 }, { "id": "p1471.4.59", "order": 63, "type": "table_cell", "bbox": { "l": 387.312, "t": 475.8982, "r": 441.84, "b": 461.4764 }, "text": "", "attrs": { "row": 12, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 58 }, { "id": "p1471.4.60", "order": 64, "type": "table_cell", "bbox": { "l": 169.2, "t": 461.4764, "r": 223.728, "b": 447.0545 }, "text": "", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 59 }, { "id": "p1471.4.61", "order": 65, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d_50", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 60 }, { "id": "p1471.4.62", "order": 66, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 354.840526, "b": 426.17143 }, "text": "12", "attrs": { "row": 13, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 61 }, { "id": "p1471.4.63", "order": 67, "type": "table_cell", "bbox": { "l": 332.784, "t": 461.4764, "r": 387.312, "b": 447.0545 }, "text": "in", "attrs": { "row": 13, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 62 }, { "id": "p1471.4.64", "order": 68, "type": "table_cell", "bbox": { "l": 387.312, "t": 461.4764, "r": 441.84, "b": 447.0545 }, "text": "", "attrs": { "row": 13, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 63 }, { "id": "p1471.4.65", "order": 69, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 64 }, { "id": "p1471.4.66", "order": 70, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D_0", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 65 }, { "id": "p1471.4.67", "order": 71, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 404.640506, "b": 457.851417 }, "text": "12", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 66 }, { "id": "p1471.4.68", "order": 72, "type": "table_cell", "bbox": { "l": 332.784, "t": 447.0545, "r": 387.312, "b": 432.6327 }, "text": "in", "attrs": { "row": 14, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 67 }, { "id": "p1471.4.69", "order": 73, "type": "table_cell", "bbox": { "l": 387.312, "t": 447.0545, "r": 441.84, "b": 432.6327 }, "text": "", "attrs": { "row": 14, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 68 }, { "id": "p1471.4.70", "order": 74, "type": "table_cell", "bbox": { "l": 169.2, "t": 432.6327, "r": 223.728, "b": 418.2109 }, "text": "", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 69 }, { "id": "p1471.4.71", "order": 75, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 70 }, { "id": "p1471.4.72", "order": 76, "type": "table_cell", "bbox": { "l": 387.312, "t": 432.6327, "r": 441.84, "b": 418.2109 }, "text": "", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 71 }, { "id": "p1471.4.73", "order": 77, "type": "table_cell", "bbox": { "l": 169.2, "t": 418.2109, "r": 223.728, "b": 403.7891 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 72 }, { "id": "p1471.4.74", "order": 78, "type": "table_cell", "bbox": { "l": 212.639915, "t": 402.912439, "r": 290.661211, "b": 395.931442 }, "text": "Minimum Bottom Width W_1=2 W_0", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 73 }, { "id": "p1471.4.75", "order": 79, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 404.640845, "b": 395.931442 }, "text": "2.00", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 74 }, { "id": "p1471.4.76", "order": 80, "type": "table_cell", "bbox": { "l": 332.784, "t": 418.2109, "r": 387.312, "b": 403.7891 }, "text": "ft", "attrs": { "row": 16, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 75 }, { "id": "p1471.4.77", "order": 81, "type": "table_cell", "bbox": { "l": 387.312, "t": 418.2109, "r": 441.84, "b": 403.7891 }, "text": "", "attrs": { "row": 16, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 76 }, { "id": "p1471.4.78", "order": 82, "type": "table_cell", "bbox": { "l": 169.2, "t": 403.7891, "r": 223.728, "b": 389.3673 }, "text": "", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 77 }, { "id": "p1471.4.79", "order": 83, "type": "table_cell", "bbox": { "l": 212.639915, "t": 392.832443, "r": 292.70124, "b": 385.851446 }, "text": "Minimum Bottom Length L_1=3 D_0", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 78 }, { "id": "p1471.4.80", "order": 84, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 404.640845, "b": 385.851446 }, "text": "3.00", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 79 }, { "id": "p1471.4.81", "order": 85, "type": "table_cell", "bbox": { "l": 332.784, "t": 403.7891, "r": 387.312, "b": 389.3673 }, "text": "ft", "attrs": { "row": 17, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 80 }, { "id": "p1471.4.82", "order": 86, "type": "table_cell", "bbox": { "l": 387.312, "t": 403.7891, "r": 441.84, "b": 389.3673 }, "text": "", "attrs": { "row": 17, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 81 }, { "id": "p1471.4.83", "order": 87, "type": "table_cell", "bbox": { "l": 169.2, "t": 389.3673, "r": 223.728, "b": 374.9455 }, "text": "", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 82 }, { "id": "p1471.4.84", "order": 88, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 375.77145 }, "text": "Minimum Top Width (max side slope of 3:1),", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 83 }, { "id": "p1471.4.85", "order": 89, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 404.640845, "b": 375.77145 }, "text": "8.00", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 84 }, { "id": "p1471.4.86", "order": 90, "type": "table_cell", "bbox": { "l": 387.312, "t": 389.3673, "r": 441.84, "b": 374.9455 }, "text": "ft", "attrs": { "row": 18, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 85 }, { "id": "p1471.4.87", "order": 91, "type": "table_cell", "bbox": { "l": 169.2, "t": 374.9455, "r": 223.728, "b": 360.5236 }, "text": "", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 86 }, { "id": "p1471.4.88", "order": 92, "type": "table_cell", "bbox": { "l": 212.639915, "t": 372.672451, "r": 353.848099, "b": 365.691454 }, "text": "Minimum Top Length (max side slope of 3:1)", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 87 }, { "id": "p1471.4.89", "order": 93, "type": "table_cell", "bbox": { "l": 390.719844, "t": 372.407251, "r": 404.640845, "b": 365.691454 }, "text": "9.00", "attrs": { "row": 19, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 88 }, { "id": "p1471.4.90", "order": 94, "type": "table_cell", "bbox": { "l": 332.784, "t": 374.9455, "r": 387.312, "b": 360.5236 }, "text": "ft", "attrs": { "row": 19, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 89 }, { "id": "p1471.4.91", "order": 95, "type": "table_cell", "bbox": { "l": 387.312, "t": 374.9455, "r": 441.84, "b": 360.5236 }, "text": "", "attrs": { "row": 19, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 90 }, { "id": "p1471.4.92", "order": 96, "type": "table_cell", "bbox": { "l": 169.2, "t": 360.5236, "r": 223.728, "b": 346.1018 }, "text": "", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 91 }, { "id": "p1471.4.93", "order": 97, "type": "table_cell", "bbox": { "l": 223.728, "t": 360.5236, "r": 278.256, "b": 346.1018 }, "text": "Median Stone d_50= 0.0082 q1.33 TW", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 92 }, { "id": "p1471.4.94", "order": 98, "type": "table_cell", "bbox": { "l": 390.719844, "t": 359.687256, "r": 404.640845, "b": 352.971459 }, "text": "15.4", "attrs": { "row": 20, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 93 }, { "id": "p1471.4.95", "order": 99, "type": "table_cell", "bbox": { "l": 332.784, "t": 360.5236, "r": 387.312, "b": 346.1018 }, "text": "in", "attrs": { "row": 20, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 94 }, { "id": "p1471.4.96", "order": 100, "type": "table_cell", "bbox": { "l": 387.312, "t": 360.5236, "r": 441.84, "b": 346.1018 }, "text": "", "attrs": { "row": 20, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 95 }, { "id": "p1471.4.97", "order": 101, "type": "table_cell", "bbox": { "l": 169.2, "t": 346.1018, "r": 223.728, "b": 331.68 }, "text": "", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 96 }, { "id": "p1471.4.98", "order": 102, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 293.542938, "b": 336.891465 }, "text": "Apron Thickness, TH = 2x d_50", "attrs": { "row": 21, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 97 }, { "id": "p1471.4.99", "order": 103, "type": "table_cell", "bbox": { "l": 390.719844, "t": 343.607263, "r": 404.640845, "b": 336.891465 }, "text": "30.8", "attrs": { "row": 21, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 98 }, { "id": "p1471.4.100", "order": 104, "type": "table_cell", "bbox": { "l": 332.784, "t": 346.1018, "r": 387.312, "b": 331.68 }, "text": "in", "attrs": { "row": 21, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 99 }, { "id": "p1471.4.101", "order": 105, "type": "table_cell", "bbox": { "l": 387.312, "t": 346.1018, "r": 441.84, "b": 331.68 }, "text": "", "attrs": { "row": 21, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 100 } ], "reading_order": 3 }, { "id": "p1471.5", "order": 106, "type": "figure", "bbox": { "l": 168.48, "t": 643.92, "r": 444, "b": 99.12 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "W 0 Max Width of Pipe/Culvert 12 in\nQ Flow: 25-yr Storm Discharge 1.02 cfs\nTW Tail water from 2 year storm 0.01 ft\nRip Rap Stone Size Calculations\nq Unit Discharge = Q/W 0 1.02 cfs per foot\nOption 1 if Scour Hole Depth , y = 1 2 6 in\nApron Dimension Calculations\nMinimum Bottom Width =2 2.00 ft\nMinimum Bottom Length =3 3.00 ft\nMinimum Top Width (max side slope of 3:1), 5.00 ft\nMinimum Top Length (max side slope of 3:1) 6.00 ft\nMedian Stone = 0.0125 . 6 in\nApron Thickness , TH = 2 × d 50 12 in\nOption 2 if Scour Hole Depth , y = 12 in\nApron Dimension Calculations\nMinimum Bottom Width =2 2.00 ft\nMinimum Bottom Length =3 3.00 ft\nMinimum Top Width (max side slope of 3:1), 8.00 ft\nMinimum Top Length (max side slope of 3:1) 9.00 ft\nMedian Stone = . . 15.4 in\nApron Thickness , TH = 2x 30.8 in" }, "children": [ { "id": "p1471.5.1", "order": 107, "type": "caption", "bbox": { "l": 258, "t": 320.4, "r": 364.8, "b": 310.8 }, "text": "Preformed Scour Hole", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p1471.5.2", "order": 108, "type": "caption", "bbox": { "l": 309.6, "t": 217.92, "r": 341.04, "b": 206.88 }, "text": "PLAN", "attrs": { "block_label": "figure_title" }, "reading_order": 1 }, { "id": "p1471.5.3", "order": 109, "type": "caption", "bbox": { "l": 289.68, "t": 114.96, "r": 355.2, "b": 104.88 }, "text": "Section A - A", "attrs": { "block_label": "figure_title" }, "reading_order": 2 } ], "reading_order": 4 } ] }, { "document_id": 12617, "page": 1472, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 61, "counts_by_type": { "heading": 2, "table": 1, "table_cell": 57, "text": 1 }, "build_ms": 6, "items": [ { "id": "p1472.1", "order": 1, "type": "text", "bbox": { "l": 169.44, "t": 728.4, "r": 231.36, "b": 697.92 }, "text": "PROJECT #:\nCALCULATED BY:\nDATE:", "reading_order": 0 }, { "id": "p1472.2", "order": 2, "type": "heading", "bbox": { "l": 169.68, "t": 686.16, "r": 240.72, "b": 675.36 }, "text": "SCOUR HOLE 3-5", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p1472.3", "order": 3, "type": "heading", "bbox": { "l": 169.68, "t": 663.6, "r": 234, "b": 654.24 }, "text": "Design Parameters", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p1472.4", "order": 4, "type": "table", "bbox": { "l": 168.24, "t": 643.44, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 19, "n_cols": 4, "integrity": { "cells_checked": 45, "cells_flagged": 10, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "W₀" }, { "row": 1, "col": 3, "coverage": 0, "text": "cfs" }, { "row": 2, "col": 3, "coverage": 0, "text": "ft" }, { "row": 4, "col": 3, "coverage": 0, "text": "cfs per foot" }, { "row": 7, "col": 0, "coverage": 0.17, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 8, "col": 0, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 10, "col": 0, "coverage": 0.25, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $" }, { "row": 14, "col": 0, "coverage": 0, "text": "Minimum Bottom Width W₁ = 2 W₀" }, { "row": 15, "col": 0, "coverage": 0, "text": "Minimum Bottom Length L₁ = 3 D₀" }, { "row": 17, "col": 0, "coverage": 0, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $" } ] } }, "children": [ { "id": "p1472.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 168.24, "t": 643.44, "r": 237.24, "b": 617.5771 }, "text": "W₀", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p1472.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 212.639915, "t": 640.272344, "r": 297.457088, "b": 633.291347 }, "text": "Max Width of Pipe/Culvert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p1472.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 372.959851, "t": 640.272344, "r": 380.880516, "b": 633.291347 }, "text": "12", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p1472.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 375.24, "t": 643.44, "r": 444.24, "b": 617.5771 }, "text": "in", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p1472.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 170.759932, "t": 629.232348, "r": 176.016941, "b": 622.251351 }, "text": "Q", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p1472.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 212.639915, "t": 629.232348, "r": 301.971013, "b": 622.251351 }, "text": "Flow: 25-yr Storm Discharge", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p1472.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 376.919849, "t": 629.232348, "r": 380.880182, "b": 622.251351 }, "text": "0", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p1472.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 375.24, "t": 617.5771, "r": 444.24, "b": 591.7143 }, "text": "cfs", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p1472.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 170.759932, "t": 618.6723529999999, "r": 181.552005, "b": 611.6913549999999 }, "text": "TW", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p1472.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 212.640069, "t": 618.6723529999999, "r": 303.242033, "b": 611.6913549999999 }, "text": "Tail water from 2 year storm", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p1472.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 367.081107, "t": 619.032352, "r": 380.882126, "b": 612.0513550000001 }, "text": "0.01", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p1472.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 375.24, "t": 591.7143, "r": 444.24, "b": 565.8514 }, "text": "ft", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p1472.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 170.759932, "t": 597.767161, "r": 271.797036, "b": 591.051364 }, "text": "Rip Rap Stone Size Calculations", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 12 }, { "id": "p1472.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 170.759932, "t": 586.9923650000001, "r": 174.860868, "b": 580.011368 }, "text": "q", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p1472.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 212.640053, "t": 587.112365, "r": 259.010274, "b": 580.1313680000001 }, "text": "Unit Discharge = Q/W₀", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p1472.4.16", "order": 20, "type": "table_cell", "bbox": { "l": 366.959853, "t": 586.727165, "r": 380.880855, "b": 580.011368 }, "text": "0.00", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p1472.4.17", "order": 21, "type": "table_cell", "bbox": { "l": 375.24, "t": 539.9886, "r": 444.24, "b": 514.1257 }, "text": "cfs per foot", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p1472.4.18", "order": 22, "type": "table_cell", "bbox": { "l": 170.759932, "t": 555.538938, "r": 201.485984, "b": 548.203221 }, "text": "Option 1", "attrs": { "row": 5, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p1472.4.19", "order": 23, "type": "table_cell", "bbox": { "l": 212.639915, "t": 555.047178, "r": 284.982772, "b": 548.331381 }, "text": "if Scour Hole Depth, y = 1/2 D₀", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p1472.4.20", "order": 24, "type": "table_cell", "bbox": { "l": 350.87986, "t": 555.047178, "r": 363.71584, "b": 548.331381 }, "text": "6 in", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p1472.4.21", "order": 25, "type": "table_cell", "bbox": { "l": 375.24, "t": 514.1257, "r": 444.24, "b": 488.2629 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p1472.4.22", "order": 26, "type": "table_cell", "bbox": { "l": 212.639915, "t": 534.8871859999999, "r": 310.316953, "b": 528.171389 }, "text": "Apron Dimension Calculations", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 21 }, { "id": "p1472.4.23", "order": 27, "type": "table_cell", "bbox": { "l": 237.24, "t": 462.4, "r": 306.24, "b": 436.5371 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p1472.4.24", "order": 28, "type": "table_cell", "bbox": { "l": 390.719844, "t": 402.647239, "r": 412.630384, "b": 395.931442 }, "text": "2.00 ft", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p1472.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 375.24, "t": 462.4, "r": 444.24, "b": 436.5371 }, "text": "", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p1472.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 237.24, "t": 436.5371, "r": 306.24, "b": 410.6743 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p1472.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 390.719844, "t": 392.567243, "r": 412.630384, "b": 385.851446 }, "text": "3.00 ft", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p1472.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 375.24, "t": 436.5371, "r": 444.24, "b": 410.6743 }, "text": "", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p1472.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 212.639915, "t": 382.752447, "r": 357.394117, "b": 365.691454 }, "text": "Minimum Top Width (max side slope of 3:1),\nMinimum Top Length (max side slope of 3:1)", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 28 }, { "id": "p1472.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 390.719844, "t": 504.647198, "r": 412.630384, "b": 487.851405 }, "text": "5.00 ft\n6.00 ft", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 29 }, { "id": "p1472.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 375.24, "t": 410.6743, "r": 444.24, "b": 384.8114 }, "text": "", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p1472.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 237.24, "t": 358.9486, "r": 306.24, "b": 333.0857 }, "text": "Median Stone $ d_{50}=\\frac{0.0125 q^{1.33}}{TW} $", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p1472.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 400.67984, "t": 482.207207, "r": 413.514508, "b": 475.49141 }, "text": "6 in", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p1472.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 375.24, "t": 358.9486, "r": 444.24, "b": 333.0857 }, "text": "", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p1472.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 212.639915, "t": 464.952414, "r": 290.160643, "b": 457.971417 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 }, { "id": "p1472.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 346.919861, "t": 432.887227, "r": 363.714885, "b": 426.17143 }, "text": "12 in", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 35 }, { "id": "p1472.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 375.24, "t": 333.0857, "r": 444.24, "b": 307.2229 }, "text": "", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 36 }, { "id": "p1472.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 170.759932, "t": 433.378987, "r": 201.485984, "b": 426.04327 }, "text": "Option 2", "attrs": { "row": 12, "col": 0, "rowspan": 8, "colspan": 1, "bbox_refit": true }, "reading_order": 37 }, { "id": "p1472.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 212.639915, "t": 432.887227, "r": 284.982772, "b": 426.17143 }, "text": "if Scour Hole Depth, y = D₀", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 38 }, { "id": "p1472.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 396.719841, "t": 464.567214, "r": 413.514866, "b": 457.851417 }, "text": "12 in", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 39 }, { "id": "p1472.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 375.24, "t": 307.2229, "r": 444.24, "b": 281.36 }, "text": "", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 40 }, { "id": "p1472.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 212.639915, "t": 412.727235, "r": 310.316953, "b": 406.011438 }, "text": "Apron Dimension Calculations", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 41 }, { "id": "p1472.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 237.24, "t": 255.4971, "r": 306.24, "b": 229.6343 }, "text": "Minimum Bottom Width W₁ = 2 W₀", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 42 }, { "id": "p1472.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 390.719844, "t": 524.80719, "r": 412.630384, "b": 518.0913929999999 }, "text": "2.00 ft", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 43 }, { "id": "p1472.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 375.24, "t": 255.4971, "r": 444.24, "b": 229.6343 }, "text": "", "attrs": { "row": 14, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 44 }, { "id": "p1472.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 237.24, "t": 229.6343, "r": 306.24, "b": 203.7714 }, "text": "Minimum Bottom Length L₁ = 3 D₀", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 45 }, { "id": "p1472.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 390.719844, "t": 514.727194, "r": 412.630384, "b": 508.011397 }, "text": "3.00 ft", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 46 }, { "id": "p1472.4.48", "order": 52, "type": "table_cell", "bbox": { "l": 375.24, "t": 229.6343, "r": 444.24, "b": 203.7714 }, "text": "", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 47 }, { "id": "p1472.4.49", "order": 53, "type": "table_cell", "bbox": { "l": 212.639915, "t": 504.912398, "r": 357.394117, "b": 487.851405 }, "text": "Minimum Top Width (max side slope of 3:1),\nMinimum Top Length (max side slope of 3:1)", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 48 }, { "id": "p1472.4.50", "order": 54, "type": "table_cell", "bbox": { "l": 390.719844, "t": 382.487247, "r": 412.630384, "b": 365.691454 }, "text": "8.00 ft\n9.00 ft", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 49 }, { "id": "p1472.4.51", "order": 55, "type": "table_cell", "bbox": { "l": 375.24, "t": 203.7714, "r": 444.24, "b": 177.9086 }, "text": "", "attrs": { "row": 16, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 50 }, { "id": "p1472.4.52", "order": 56, "type": "table_cell", "bbox": { "l": 237.24, "t": 152.0457, "r": 306.24, "b": 126.1829 }, "text": "Median Stone $ d_{50}=\\frac{0.0082 q^{1.33}}{TW} $", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 51 }, { "id": "p1472.4.53", "order": 57, "type": "table_cell", "bbox": { "l": 400.67984, "t": 359.687256, "r": 413.514508, "b": 352.971459 }, "text": "4 in", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 52 }, { "id": "p1472.4.54", "order": 58, "type": "table_cell", "bbox": { "l": 375.24, "t": 152.0457, "r": 444.24, "b": 126.1829 }, "text": "", "attrs": { "row": 17, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 53 }, { "id": "p1472.4.55", "order": 59, "type": "table_cell", "bbox": { "l": 212.639915, "t": 343.872462, "r": 278.706678, "b": 336.891465 }, "text": "Apron Thickness, TH = 2 × d₅₀", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 54 }, { "id": "p1472.4.56", "order": 60, "type": "table_cell", "bbox": { "l": 400.67984, "t": 343.607263, "r": 413.514508, "b": 336.891465 }, "text": "8 in", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 55 }, { "id": "p1472.4.57", "order": 61, "type": "table_cell", "bbox": { "l": 375.24, "t": 126.1829, "r": 444.24, "b": 100.32 }, "text": "", "attrs": { "row": 18, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 56 } ], "reading_order": 3 } ] }, { "document_id": 12617, "page": 1473, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 2, "counts_by_type": { "text": 2 }, "build_ms": 0, "items": [ { "id": "p1473.1", "order": 1, "type": "text", "bbox": { "l": 207.84, "t": 770.4, "r": 404.64, "b": 727.44 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "reading_order": 0 }, { "id": "p1473.2", "order": 2, "type": "text", "bbox": { "l": 50.88, "t": 695.04, "r": 314.16, "b": 675.84 }, "text": "Appendix J – Drainage Area Maps", "reading_order": 1 } ] }, { "document_id": 12617, "page": 1474, "width": 3024, "height": 2160, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 3024, "height_pt": 2160, "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 22, "counts_by_type": { "figure": 2, "table": 2, "table_cell": 18 }, "build_ms": 27, "items": [ { "id": "p1474.1", "order": 1, "type": "figure", "bbox": { "l": 132.7839, "t": 2115.4975, "r": 1740.6633, "b": 32.5628 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "99.2\nPIPE FLOW 96.50 95 96.9 92.2\n94 BASIN 2\nL = 270 99 98 97.9 98.2 93 92 93.6 91.7\n99.6 10,768.19 S.F. 99 96.96 98.8 BC 96.44 LOT 12 97.50 98.9 98.8 98 97 96 96 95 552.61' TW BW 93.3 94.17 94.00\nV = 2\n99.3 98.3 97 BLOCK TC 97.50 95.6\n99.6 LOT 7 20701 BC 97.00\nDA - P3 0.2 Ac. 99.0 TC 96.94\n99.3 97.25\nAREA: 1.01 AC (TM)\n98 91.9 92\nIMPERVIOUS 99.6 CN: 98 S.F. 99 LOT 4 95.5\n(129282.15\n99.6 99.6 HP: 99.64 98.5 98.25 99.8 100 TC 2.96 98.07 ACRES) 99.4 98 98.3 10,000.00 0.2 Ac. S.F. BASIN 95 96 2A 94.3 END LANDSCAPING OF PROPOSED WALL\nPERVI OUS CN: 39 100.1\n241.71 ' 97\nBC 97.57 100.3 TDC 97.77 TW 96.20\n100.1 99.9 BDC 97.65 BW 94.6 94.55\n100.0 99.2 100.4 4+00 98.33 99.3 98.80 97.8 98.06 95.6 94.1\n98.5\n98\nLOT TDC 98.15 98.3 94 POA - 2\n93\n99.7\n100.0 0 N=450947.5520 E=555871.9495 E=555872.0502 N=450948.1186 HP: 100.68 99.90 BDC 98.03 SHALLOW 95.5 PIPE FLOW 93.2\n10\n15\nS10°04'32\"W 130.00'\n(TM) 99.68 100.57 99 CONCENTRATED L = 108\n0.5' SHALLOW 98.6 98.5 TC 98.85 99.0 MON. FND. TC 98.88 FLOW L = 137 97.9 V = 2\n98.5 S10°04'32\"W CONCENTRATED 100 130.58' 99.03 BC 0.2' 98.35 BC 98.38 98.9 S = 0.02 95.3\n99.9 99.7 99 98.4 LOT 100 8 L S = = 118 0.02 100.0 99 HP: 100.33 97.5 97 TW BW 97.80 96.02 95\nFLOW\n0.2 Ac. 98.6 98.9 99.14 99.46 100.25 98.87\n99.0 98.2 10,000.00 99.80 S.F. 100.08 98.9 BDC TDC 98.80 98.68 BC TC 99.28 98.78 10 98.7 10 0 98 97.3 99 97.1 98 95.6 94.0\n99 DA - P2\nSHALLOW CONCENTRATED S89°1 5 SHEET FLOW 98.5 TC 100.16 BDC TDC 99.09 99.21 IMPERVIOUS HP: 100.58 10,000.00 0.2 97.3 Ac. S.F. CN: 98 96 95.5 93.2\nLOT\n99.4 AREA: 0.70 AC\n0\n99.3 S = 0.024 LP: 97.44 98.2 98.2 98.9 S86°13'58\"E 10 L = 35\n99.5 100.87 LOT 13 98.5 S86°13'58\"E 3+00 99.93 98 S = 0.03 SHEET FLOW\n99 98.2 HP: 100.68 98.4 99.4 99.6 LOT 3 95.0 11\n99.9\n(TM)\nPERVIOUS CN: 39\n'02\"W 20701 0 98.7\nFLOW 99.0 L = 37 BLOCK BC 99.66 99 100.50 99.10\nL = 10 98.4 S = 0.03 SHEET FLOW\n(TM) 97.9 97.1 95.6 L = 60\n98.9 (43437.74 S.F. 99.6 S = 0.03\n97.8 99.30 HP: 0.99 101.14 ACRES) TC 100.50\nBC 100.00\n99.3 97.9 98.6 98.8 95.2 94.4\n99 98.5 97.9 100.32 100\nHP: 101.00\nSHEET FLOW\nL = 83 98.8 HP: 100.14 97.9 TW 98.97\n100 TC 100.14 99.0 100.96 99.85 BW 95.72\nS = 0.04\n97.8 97.9 BC 99.64 L SHEET = 78 FLOW 97.6 95.6 HP: 99.32 95.6\nLOT 9\n98.7 98.1 97.9 99 0.3 97.9 Ac. 0.11' 100.08 0.28' 99.36 100.18 99.00 S = 0.035 TW BW 98.75 96.29\n11,472.46 S.F. 99.2\n98 98.4 TC 100.01 98.74 98.58\n98.7 98 TDC 99.67 BC 99.51 100\n98 99.00 HP: 101.15 98.5 94.2\nBDC 99.55\n97.8 97.8 98.4 99.4 98.80 HP: 98.70 100.74 LOT 2 98.36 97.8 95.6\n97.8 97.7 98.7 BDC TDC 99.35 99.35 99.23 99.28 98.96 98.79 10,000.00 98.5 0.2 Ac. S.F.\n98.0 DA - P1\n99\n95.3 94.8 95.0 95.12 96.3 97.6 98.3 98.0 100 99.44 100.70 99.10 98.47 97.8\nAREA: 1.80 AC\n94.24 94.74 97.2 98.2 99 99 99.1 99.39 TC BC 99.35 99.14 10 0 TW 97.76 95.6\n97.8 2+00 99.25 98.6 BW 97.07\nIMPERVIOUS CN: 98\n94.11 PERVIOUS 99.2 CN: 39 98\nN=450744.5495 94.9 N=450951.2808 TC 98.83 TC BC 99.26 98.80 98.7 98.3\n94.39 E=556038.8460 95.18 MON. 0.2' SE FND. 96.8 97.3 97.9 E=556075.7537 97.8 MON. 97.80 REC. HP: 99.23 99.00 99 BC 98.33 99.3 98.36 98.5 98.2\n93.6 93.72 94.0 94.60 94.68 94.0 94.73 94.4 95.0 TC BC 94.69 94.60 96.2 TC BC D 95.11 95.00 95.2 95.6 PROPOSED 96 0.5 96.4 Ac. 96.06 96.32 RETAINING 96.2 96.20 96.09 D 95.5 96 BW TW 96.5 90.00 95.50 97.2 95 94 93 92 91 90 96.2 LP: FOUND 95.20 AS (PROPERTY (AREA PER LP: 95.20 13) AT MARKERS = 582 TM 1.1' LINE 97.3 LOT 3.3' S.F.) 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