{ "document_id": 11891, "filename": "2026-02-SWM-REPORT-Compiled.pdf", "engine": "paddleocr_vl", "source_run_id": 12003, "generated_at": "2026-10-30T03:19:39+00:00", "page_count": 136, "counts_by_type": { "caption": 246, "figure": 180, "footer": 66, "footnote": 106, "form_field": 133, "formula": 1, "header": 137, "heading": 176, "list": 6, "list_item": 47, "table": 267, "table_cell": 4302, "text": 353, "title": 1 }, "timings": { "total_ms": 74198, "structure_ms": 34605, "text_layer_ms": 1265, "build_ms": 867 }, "pages": [ { "document_id": 11891, "page": 1, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 9, "counts_by_type": { "figure": 1, "heading": 1, "text": 6, "title": 1 }, "build_ms": 0, "items": [ { "id": "p1.1", "order": 1, "type": "title", "bbox": { "l": 185.76, "t": 692.88, "r": 426, "b": 630 }, "text": "Stormwater Management, Groundwater Recharge and Water Quality Analysis", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 0 }, { "id": "p1.2", "order": 2, "type": "text", "bbox": { "l": 219.84, "t": 615.12, "r": 392.16, "b": 564.96 }, "text": "For\n1980 Swarthmore LLC", "reading_order": 1 }, { "id": "p1.3", "order": 3, "type": "text", "bbox": { "l": 177.84, "t": 530.4, "r": 434.16, "b": 453.84 }, "text": "30 S. Hope Chapel Road (CR 547)\nBlock 20901, Lot 15\nTownship of Jackson\nOcean County, New Jersey", "reading_order": 2 }, { "id": "p1.4", "order": 4, "type": "heading", "bbox": { "l": 273.84, "t": 444.48, "r": 337.92, "b": 430.32 }, "text": "Prepared by:", "level": 3, "reading_order": 3 }, { "id": "p1.5", "order": 5, "type": "text", "bbox": { "l": 170.4, "t": 407.28, "r": 440.64, "b": 358.8 }, "text": "D DYNAMIC ENGINEERING", "reading_order": 4 }, { "id": "p1.6", "order": 6, "type": "text", "bbox": { "l": 234.24, "t": 327.12, "r": 377.52, "b": 289.92 }, "text": "5 Greentree Centre, Suite 406\nMarlton, NJ 08053\n(732) 974-0198", "reading_order": 5 }, { "id": "p1.7", "order": 7, "type": "figure", "bbox": { "l": 249.6, "t": 235.92, "r": 380.16, "b": 194.88 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 6 }, { "id": "p1.8", "order": 8, "type": "text", "bbox": { "l": 185.28, "t": 193.2, "r": 426.48, "b": 163.44 }, "text": "Rodman R. Ritchie, PE, PP\nNJ Professional Engineer License #43547", "reading_order": 7 }, { "id": "p1.9", "order": 9, "type": "text", "bbox": { "l": 237.12, "t": 118.08, "r": 373.44, "b": 84.24 }, "text": "August 2023\nLast Revised February 2026\nDEC #3342-99-007", "reading_order": 8 } ] }, { "document_id": 11891, "page": 2, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 31, "counts_by_type": { "heading": 2, "list": 2, "list_item": 26, "text": 1 }, "build_ms": 2, "items": [ { "id": "p2.1", "order": 1, "type": "heading", "bbox": { "l": 239.76, "t": 720.24, "r": 372, "b": 706.08 }, "text": "TABLE OF CONTENTS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p2.2", "order": 2, "type": "text", "bbox": { "l": 491.52, "t": 678.72, "r": 539.76, "b": 664.8 }, "text": "Page No.", "reading_order": 1 }, { "id": "p2.3", "order": 3, "type": "list", "bbox": { "l": 68.64, "t": 643.970622, "r": 541.44, "b": 434.88 }, "text": "", "attrs": { "item_count": 13 }, "children": [ { "id": "p2.3.1", "order": 4, "type": "list_item", "bbox": { "l": 71.999971, "t": 643.970622, "r": 539.473553, "b": 634.628146 }, "text": "SITE DESCRIPTION AND PROJECT OVERVIEW ..... - 1", "marker": "1.", "reading_order": 0 }, { "id": "p2.3.2", "order": 5, "type": "list_item", "bbox": { "l": 71.999971, "t": 627.530629, "r": 539.47382, "b": 618.188153 }, "text": "DESIGN OVERVIEW ..... - 1", "marker": "2.", "reading_order": 1 }, { "id": "p2.3.3", "order": 6, "type": "list_item", "bbox": { "l": 71.999971, "t": 610.970636, "r": 539.47355, "b": 601.628159 }, "text": "EXISTING DRAINAGE CONDITIONS ..... - 3", "marker": "3.", "reading_order": 2 }, { "id": "p2.3.4", "order": 7, "type": "list_item", "bbox": { "l": 71.999971, "t": 594.530642, "r": 539.473238, "b": 585.188166 }, "text": "PROPOSED DRAINAGE CONDITIONS ..... - 4", "marker": "4.", "reading_order": 3 }, { "id": "p2.3.5", "order": 8, "type": "list_item", "bbox": { "l": 71.999971, "t": 577.970649, "r": 539.473764, "b": 568.6281730000001 }, "text": "STORMWATER MANAGEMENT SYSTEM DESIGN ..... - 6", "marker": "5.", "reading_order": 4 }, { "id": "p2.3.6", "order": 9, "type": "list_item", "bbox": { "l": 71.999971, "t": 561.530655, "r": 539.473596, "b": 552.188179 }, "text": "GREEN INFRASTRUCTURE COMPLIANCE ..... - 6", "marker": "6.", "reading_order": 5 }, { "id": "p2.3.7", "order": 10, "type": "list_item", "bbox": { "l": 68.64, "t": 548.99, "r": 541.44, "b": 532.69 }, "text": "WATER QUALITY COMPLIANCE ..... - 8", "marker": "7.", "attrs": { "bbox_estimated": true }, "reading_order": 6 }, { "id": "p2.3.8", "order": 11, "type": "list_item", "bbox": { "l": 68.64, "t": 532.69, "r": 541.44, "b": 516.39 }, "text": "GROUNDWATER RECHARGE COMPLIANCE ..... - 8", "marker": "8.", "attrs": { "bbox_estimated": true }, "reading_order": 7 }, { "id": "p2.3.9", "order": 12, "type": "list_item", "bbox": { "l": 68.64, "t": 516.39, "r": 541.44, "b": 500.09 }, "text": "GROUNDWATER MOUNDING ..... - 8", "marker": "9.", "attrs": { "bbox_estimated": true }, "reading_order": 8 }, { "id": "p2.3.10", "order": 13, "type": "list_item", "bbox": { "l": 68.64, "t": 500.09, "r": 541.44, "b": 483.78 }, "text": "PINELANDS NITROGEN REMOVAL REQUIREMENT ..... - 9", "marker": "10.", "attrs": { "bbox_estimated": true }, "reading_order": 9 }, { "id": "p2.3.11", "order": 14, "type": "list_item", "bbox": { "l": 68.64, "t": 483.78, "r": 541.44, "b": 467.48 }, "text": "STORM SEWER DESIGN ..... - 9", "marker": "11.", "attrs": { "bbox_estimated": true }, "reading_order": 10 }, { "id": "p2.3.12", "order": 15, "type": "list_item", "bbox": { "l": 68.64, "t": 467.48, "r": 541.44, "b": 451.18 }, "text": "SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE ..... - 9", "marker": "12.", "attrs": { "bbox_estimated": true }, "reading_order": 11 }, { "id": "p2.3.13", "order": 16, "type": "list_item", "bbox": { "l": 68.64, "t": 451.18, "r": 541.44, "b": 434.88 }, "text": "CONCLUSION ..... - 12", "marker": "13.", "attrs": { "bbox_estimated": true }, "reading_order": 12 } ], "reading_order": 2 }, { "id": "p2.4", "order": 17, "type": "heading", "bbox": { "l": 272.88, "t": 395.04, "r": 338.64, "b": 380.64 }, "text": "APPENDIX", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p2.5", "order": 18, "type": "list", "bbox": { "l": 113.52, "t": 355.790258, "r": 549.12, "b": 168.00521300000003 }, "text": "", "attrs": { "item_count": 13 }, "children": [ { "id": "p2.5.1", "order": 19, "type": "list_item", "bbox": { "l": 113.76, "t": 355.790258, "r": 262.08, "b": 341.405143 }, "text": "NRCS Web Soil Survey", "marker": "•", "reading_order": 0 }, { "id": "p2.5.2", "order": 20, "type": "list_item", "bbox": { "l": 113.52, "t": 342.350263, "r": 549.12, "b": 327.6 }, "text": "Hydrograph Summary Reports – Existing & Proposed Conditions 2, 10, & 100-year", "marker": "•", "reading_order": 1 }, { "id": "p2.5.3", "order": 21, "type": "list_item", "bbox": { "l": 113.52, "t": 329.030268, "r": 508.32, "b": 314.645154 }, "text": "Hydrograph Summary Reports – Existing & Proposed Water Quality Storm", "marker": "•", "reading_order": 2 }, { "id": "p2.5.4", "order": 22, "type": "list_item", "bbox": { "l": 113.76, "t": 315.590274, "r": 505.92, "b": 301.20516 }, "text": "Hydrograph Comparison – Study Area Road Undetained 2, 10 & 100-year", "marker": "•", "reading_order": 3 }, { "id": "p2.5.5", "order": 23, "type": "list_item", "bbox": { "l": 114.48, "t": 302.150279, "r": 421.92, "b": 287.28 }, "text": "Stormwater Collection System Calculations (Pipe Sizing)", "reading_order": 4 }, { "id": "p2.5.6", "order": 24, "type": "list_item", "bbox": { "l": 114.72, "t": 288.830284, "r": 332.88, "b": 274.44516999999996 }, "text": "Conduit Outlet Protection Calculations", "marker": "•", "reading_order": 5 }, { "id": "p2.5.7", "order": 25, "type": "list_item", "bbox": { "l": 114.72, "t": 275.39029000000005, "r": 318.96, "b": 261.005176 }, "text": "Groundwater Recharge Calculation", "marker": "•", "reading_order": 6 }, { "id": "p2.5.8", "order": 26, "type": "list_item", "bbox": { "l": 114.48, "t": 262.070295, "r": 318.96, "b": 247.68518099999994 }, "text": "Groundwater Mounding Calculation", "marker": "•", "reading_order": 7 }, { "id": "p2.5.9", "order": 27, "type": "list_item", "bbox": { "l": 114.72, "t": 248.63030100000003, "r": 294.72, "b": 234.245186 }, "text": "Basin Drain Time Calculations", "marker": "-", "reading_order": 8 }, { "id": "p2.5.10", "order": 28, "type": "list_item", "bbox": { "l": 114.48, "t": 235.19030599999996, "r": 300.72, "b": 220.80519200000003 }, "text": "Offsite Stability Failure Analysis", "reading_order": 9 }, { "id": "p2.5.11", "order": 29, "type": "list_item", "bbox": { "l": 114.24, "t": 221.87031100000002, "r": 514.32, "b": 196.56 }, "text": "Report of Geotechnical & Stormwater Basin Area Investigation, prepared by Dynamic Earth, LLC", "reading_order": 10 }, { "id": "p2.5.12", "order": 30, "type": "list_item", "bbox": { "l": 114.72, "t": 195.83032200000002, "r": 247.68, "b": 181.44520699999998 }, "text": "Drainage Area Maps", "reading_order": 11 }, { "id": "p2.5.13", "order": 31, "type": "list_item", "bbox": { "l": 114.96, "t": 182.39032699999996, "r": 270.24, "b": 168.00521300000003 }, "text": "Nitrogen Removal Exhibit", "reading_order": 12 } ], "reading_order": 4 } ] }, { "document_id": 11891, "page": 3, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 16, "counts_by_type": { "footer": 3, "heading": 2, "list": 1, "list_item": 6, "text": 4 }, "build_ms": 1, "items": [ { "id": "p3.1", "order": 1, "type": "heading", "bbox": { "l": 63.12, "t": 719.52, "r": 355.2, "b": 706.08 }, "text": "1. SITE DESCRIPTION AND PROJECT OVERVIEW", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p3.2", "order": 2, "type": "text", "bbox": { "l": 61.68, "t": 688.32, "r": 541.92, "b": 572.16 }, "text": "The subject site is located at 30 South Hope Chapel Road (C.R. 547) in the Township of Jackson, Ocean County, New Jersey. The site is identified as Block 20901, Lot 15 on the Township of Jackson Tax Map Sheet #209. The subject site is currently developed with one 2,164 SF single family home, three one-story garages and a contractor's yard. The property is bounded to the north by residential uses with wooded areas, commercial uses and East Veterans Highway beyond, to the south by Garden Street with residential uses beyond, to the east by S. Hope Chapel (CR 547) with commercial uses beyond, and to the west by residential uses with wooded areas beyond.", "reading_order": 1 }, { "id": "p3.3", "order": 3, "type": "text", "bbox": { "l": 62.4, "t": 550.32, "r": 542.64, "b": 486.24 }, "text": "The proposed project consists of the development of a 3-story office building. The office building will consist of a total footprint of 4,937 SF, and a total square footage of 14,979 SF. The proposed project will also include associated site improvements including parking areas, landscaping, lighting, stormwater management facilities, and utilities.", "reading_order": 2 }, { "id": "p3.4", "order": 4, "type": "heading", "bbox": { "l": 62.64, "t": 464.64, "r": 199.68, "b": 450.48 }, "text": "2. DESIGN OVERVIEW", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p3.5", "order": 5, "type": "text", "bbox": { "l": 61.68, "t": 432.72, "r": 542.64, "b": 316.8 }, "text": "This report has been prepared to define and analyze the stormwater drainage conditions that would occur as a result of the development of the subject site. Based upon the fact that the proposed development will result in more than 1 acre of land disturbance, increase in impervious coverage by more than 1/4 acre, and increase motor vehicle surfaces by more than 1/4 acre, this project is classified as a “major development” as defined in NJAC 7:8 and NJAC 7:50. Therefore, the proposed development has been designed to meet the stormwater water runoff quantity, quality, and groundwater recharge standards, as set forth by the Township of Jackson Land Use Ordinance, NJAC 7:8 and NJAC 7:50.", "reading_order": 4 }, { "id": "p3.6", "order": 6, "type": "text", "bbox": { "l": 62.88, "t": 295.2, "r": 453.84, "b": 282.48 }, "text": "The following documents and data were used in the support of the design of the project.", "reading_order": 5 }, { "id": "p3.7", "order": 7, "type": "list", "bbox": { "l": 80.16, "t": 261.21949600000005, "r": 541.44, "b": 106.8 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p3.7.1", "order": 8, "type": "list_item", "bbox": { "l": 80.16, "t": 261.21949600000005, "r": 540.72, "b": 230.64 }, "text": "A survey entitled “Boundary, Location & Topographic Survey” prepared by Dynamic Survey, LLC, dated October 22, 2021;", "marker": "-", "reading_order": 0 }, { "id": "p3.7.2", "order": 9, "type": "list_item", "bbox": { "l": 80.16, "t": 225.93951000000004, "r": 540.72, "b": 196.08 }, "text": "Site Plans entitled “Preliminary and Final Site Plan” prepared by Dynamic Engineering Consultants, PC dated August 25, 2023;", "marker": "-", "reading_order": 1 }, { "id": "p3.7.3", "order": 10, "type": "list_item", "bbox": { "l": 80.16, "t": 190.77952400000004, "r": 541.44, "b": 159.84 }, "text": "Geotechnical Report entitled “Report of Geotechnical & Stormwater Basin Area Investigation Report” prepared by Dynamic Earth, LLC dated June 24, 2022;", "reading_order": 2 }, { "id": "p3.7.4", "order": 11, "type": "list_item", "bbox": { "l": 80.64, "t": 155.61953800000003, "r": 207.36, "b": 142.641663 }, "text": "NRCS Web Soil Survey", "marker": "•", "reading_order": 3 }, { "id": "p3.7.5", "order": 12, "type": "list_item", "bbox": { "l": 80.16, "t": 137.73954500000002, "r": 413.52, "b": 124.76166999999998 }, "text": "NJDEP Stormwater Management Best Management Practices Manual", "reading_order": 4 }, { "id": "p3.7.6", "order": 13, "type": "list_item", "bbox": { "l": 80.4, "t": 119.85955200000001, "r": 393.84, "b": 106.8 }, "text": "NJDEP New Jersey Pinelands Comprehensive Management Plan", "reading_order": 5 } ], "reading_order": 6 }, { "id": "p3.8", "order": 14, "type": "footer", "bbox": { "l": 62.88, "t": 56.4, "r": 156.96, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 7 }, { "id": "p3.9", "order": 15, "type": "footer", "bbox": { "l": 294.48, "t": 45.84, "r": 303.36, "b": 36.24 }, "text": "1", "attrs": { "block_label": "number" }, "reading_order": 8 }, { "id": "p3.10", "order": 16, "type": "footer", "bbox": { "l": 417.36, "t": 57.12, "r": 534, "b": 35.52 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 9 } ] }, { "document_id": 11891, "page": 4, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 39, "counts_by_type": { "footer": 3, "list": 2, "list_item": 10, "table": 2, "table_cell": 18, "text": 4 }, "build_ms": 4, "items": [ { "id": "p4.1", "order": 1, "type": "text", "bbox": { "l": 61.92, "t": 720, "r": 542.64, "b": 672.48 }, "text": "The hydrology for the site was calculated using the NRCS Runoff Equation and Dimensionless Unit Hydrograph as noted in Part 630, Hydrology National Engineering Handbook. The following particular references were used:", "reading_order": 0 }, { "id": "p4.2", "order": 2, "type": "list", "bbox": { "l": 79.68, "t": 650.97934, "r": 480.96, "b": 566.16 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p4.2.1", "order": 3, "type": "list_item", "bbox": { "l": 79.92, "t": 650.97934, "r": 480.96, "b": 637.92 }, "text": "Curve Numbers were established via Chapter 9 – Hydrological Soil-Cover Complexes", "marker": "-", "reading_order": 0 }, { "id": "p4.2.2", "order": 4, "type": "list_item", "bbox": { "l": 80.16, "t": 633.099347, "r": 411.36, "b": 619.92 }, "text": "Time of Concentration were calculated in accordance with Chapter 15", "marker": "-", "reading_order": 1 }, { "id": "p4.2.3", "order": 5, "type": "list_item", "bbox": { "l": 79.68, "t": 615.099354, "r": 404.88, "b": 601.92 }, "text": "Rainfall Distributions are based on NOAA Type D rainfall distribution", "marker": "•", "reading_order": 2 }, { "id": "p4.2.4", "order": 6, "type": "list_item", "bbox": { "l": 80.16, "t": 597.2193609999999, "r": 295.92, "b": 584.241486 }, "text": "The Delmarva Unit Hydrograph was utilized", "reading_order": 3 }, { "id": "p4.2.5", "order": 7, "type": "list_item", "bbox": { "l": 79.92, "t": 579.339368, "r": 479.04, "b": 566.16 }, "text": "The rainfall depths are based on Ocean County NOAA Atlas 14 Data as noted below:", "reading_order": 4 } ], "reading_order": 1 }, { "id": "p4.3", "order": 8, "type": "table", "bbox": { "l": 63.84, "t": 545.04, "r": 519.36, "b": 420.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 2, "integrity": { "cells_checked": 12, "cells_flagged": 0 } }, "children": [ { "id": "p4.3.1", "order": 9, "type": "table_cell", "bbox": { "l": 137.519411, "t": 541.490663, "r": 203.473199, "b": 532.148187 }, "text": "Return Period", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p4.3.2", "order": 10, "type": "table_cell", "bbox": { "l": 306.840709, "t": 541.490663, "r": 488.47077, "b": 532.148187 }, "text": "NOAA Atlas 14 Rainfall Depth (inches)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p4.3.3", "order": 11, "type": "table_cell", "bbox": { "l": 115.559954, "t": 523.730671, "r": 225.488516, "b": 496.748201 }, "text": "2 Year Storm - Current\n2 Year Storm - Projected", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 }, { "id": "p4.3.4", "order": 12, "type": "table_cell", "bbox": { "l": 387.963413, "t": 523.730671, "r": 407.291726, "b": 496.748201 }, "text": "3.42\n4.04", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 3 }, { "id": "p4.3.5", "order": 13, "type": "table_cell", "bbox": { 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"bbox_refit": true }, "reading_order": 11 } ], "reading_order": 2 }, { "id": "p4.4", "order": 21, "type": "text", "bbox": { "l": 62.64, "t": 402, "r": 433.2, "b": 389.52 }, "text": "Based upon the Ocean County Soil Survey, the soil types native to the site include:", "reading_order": 3 }, { "id": "p4.5", "order": 22, "type": "table", "bbox": { "l": 64.08, "t": 368.4, "r": 518.4, "b": 314.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 3, "integrity": { "cells_checked": 6, "cells_flagged": 0 } }, "children": [ { "id": "p4.5.1", "order": 23, "type": "table_cell", "bbox": { "l": 96.839969, "t": 365.090734, "r": 141.127013, "b": 355.748258 }, "text": "Soil Type", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p4.5.2", "order": 24, "type": "table_cell", "bbox": { "l": 247.321116, "t": 365.090734, "r": 321.728131, "b": 355.748258 }, "text": "Soil Type Name", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p4.5.3", "order": 25, "type": "table_cell", "bbox": { "l": 404.402715, "t": 365.090734, "r": 510.436472, "b": 355.748258 }, "text": "Hydrologic Soil Group", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p4.5.4", "order": 26, "type": "table_cell", "bbox": { "l": 105.119958, "t": 338.690745, "r": 132.870447, "b": 329.348268 }, "text": "DofgB", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p4.5.5", "order": 27, "type": "table_cell", "bbox": { "l": 204.359914, "t": 347.330741, "r": 364.850254, "b": 320.708272 }, "text": "Downer gravelly sand loam, gravelly substratum, 2 to 5 percent slopes", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p4.5.6", "order": 28, "type": "table_cell", "bbox": { "l": 454.079704, "t": 338.690745, "r": 460.710213, "b": 329.348268 }, "text": "A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 } ], "reading_order": 4 }, { "id": "p4.6", "order": 29, "type": "text", "bbox": { "l": 62.16, "t": 297.12, "r": 541.2, "b": 267.12 }, "text": "Based on the methodology and data noted above a hydrologic evaluation of the NJDEP Water Quality, 2-, 10-, and 100-year storm event was prepared.", "reading_order": 5 }, { "id": "p4.7", "order": 30, "type": "text", "bbox": { "l": 62.88, "t": 245.52, "r": 350.16, "b": 232.8 }, "text": "This report will address compliance with the following standards:", "reading_order": 6 }, { "id": "p4.8", "order": 31, "type": "list", "bbox": { "l": 79.44, "t": 210.93951600000003, "r": 476.64, "b": 125.76 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p4.8.1", "order": 32, "type": "list_item", "bbox": { "l": 79.68, "t": 210.93951600000003, "r": 380.88, "b": 197.961641 }, "text": "Groundwater Recharge Standards (NJAC 7:50-56.84(a)6.iv(1))", "marker": "•", "reading_order": 0 }, { "id": "p4.8.2", "order": 33, "type": "list_item", "bbox": { "l": 79.92, "t": 192.939523, "r": 476.64, "b": 179.96164799999997 }, "text": "Stormwater Runoff Quality Standards (NJAC 7:8-5.5 and NJAC 7:50-56.84(a)6.iv(6))", "reading_order": 1 }, { "id": "p4.8.3", "order": 34, "type": "list_item", "bbox": { "l": 79.68, "t": 175.05953, "r": 463.92, "b": 162.08165499999996 }, "text": "Stormwater Runoff Quantity Standards (NJAC 7:8-5.6 and NJAC 7:50-56.84(a)6))", "reading_order": 2 }, { "id": "p4.8.4", "order": 35, "type": "list_item", "bbox": { "l": 79.44, "t": 157.17953699999998, "r": 435.36, "b": 144.20166200000006 }, "text": "Calculation of Stormwater Runoff (NJAC 7:8-5.7 and NJAC 7:50-56.84(a)6)", "marker": "•", "reading_order": 3 }, { "id": "p4.8.5", "order": 36, "type": "list_item", "bbox": { "l": 79.68, "t": 139.17954399999996, "r": 426.48, "b": 125.76 }, "text": "Green Infrastructure Standards (NJAC 7:8-5.3 and NJAC 7:50-56.84(a)6)", "marker": "•", "reading_order": 4 } ], "reading_order": 7 }, { "id": "p4.9", "order": 37, "type": "footer", "bbox": { "l": 62.64, "t": 56.64, "r": 156.72, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p4.10", "order": 38, "type": "footer", "bbox": { "l": 293.76, "t": 46.32, "r": 303.6, "b": 36 }, "text": "2", "attrs": { "block_label": "number" }, "reading_order": 9 }, { "id": "p4.11", "order": 39, "type": "footer", "bbox": { "l": 417.36, "t": 56.88, "r": 534, "b": 35.04 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 5, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 45, "counts_by_type": { "caption": 1, "footer": 3, "heading": 4, "table": 2, "table_cell": 32, "text": 3 }, "build_ms": 6, "items": [ { "id": "p5.1", "order": 1, "type": "heading", "bbox": { "l": 62.4, "t": 719.52, "r": 286.56, "b": 705.84 }, "text": "3. EXISTING DRAINAGE CONDITIONS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p5.2", "order": 2, "type": "text", "bbox": { "l": 61.44, "t": 688.32, "r": 542.4, "b": 589.44 }, "text": "The area to be analyzed consists of approximately 1.17 acres and is comprised of mostly grassy area, with a residential building, garages, and asphalt paving. Currently, the stormwater runoff generated by the existing site drains to the western and eastern portions of the site via overland flow. Due to commercial development that occurred since 1981 without application to the Pinelands Commission the subject site has been evaluated using an Historical Area Map from 1972 as depicted in the Existing Drainage Area Map included in the Appendix of this report.", "reading_order": 1 }, { "id": "p5.3", "order": 3, "type": "heading", "bbox": { "l": 62.16, "t": 568.08, "r": 294.48, "b": 556.32 }, "text": "Point of Analysis #1 – Existing Study Area West", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p5.4", "order": 4, "type": "text", "bbox": { "l": 61.92, "t": 550.32, "r": 541.68, "b": 502.56 }, "text": "Existing Study Area West: This area consists of 1.020 acres and is comprised of mostly grassy area, a one-story house, two (2) garages, and asphalt paving. Under existing conditions, the stormwater runoff generated by the existing site drains to the western portion of the site via overland flow.", "reading_order": 3 }, { "id": "p5.5", "order": 5, "type": "heading", "bbox": { "l": 62.88, "t": 481.68, "r": 249.84, "b": 468.96 }, "text": "Existing Conditions Input Summary Table", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p5.6", "order": 6, "type": "table", "bbox": { "l": 64.56, "t": 448.08, "r": 532.08, "b": 344.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p5.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 81.24001, "t": 444.890702, "r": 178.927023, "b": 435.548226 }, "text": "Drainage Area Name", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p5.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 213.001566, "t": 444.890702, "r": 280.688572, "b": 421.148232 }, "text": "Drainage Area (acres)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p5.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 323.27906, "t": 444.890702, "r": 390.912814, "b": 406.748237 }, "text": "Time of Concentration (minutes)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p5.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 439.679161, "t": 444.890702, "r": 508.466069, "b": 421.148232 }, "text": "Curve Number (CN)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 3 }, { "id": "p5.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 83.999966, "t": 401.21072, "r": 176.165081, "b": 377.468249 }, "text": "Ex. 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Under existing conditions, the stormwater runoff generated by the existing site drains to the eastern portion of the site via overland flow.", "reading_order": 9 }, { "id": "p5.11", "order": 43, "type": "footer", "bbox": { "l": 62.88, "t": 56.64, "r": 157.2, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 10 }, { "id": "p5.12", "order": 44, "type": "footer", "bbox": { "l": 294, "t": 46.08, "r": 303.36, "b": 36.24 }, "text": "3", "attrs": { "block_label": "number" }, "reading_order": 11 }, { "id": "p5.13", "order": 45, "type": "footer", "bbox": { "l": 417.36, "t": 56.4, "r": 534, "b": 35.28 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 6, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 44, "counts_by_type": { "caption": 2, "footer": 3, "heading": 2, "table": 2, "table_cell": 32, "text": 3 }, "build_ms": 6, "items": [ { "id": "p6.1", "order": 1, "type": "caption", "bbox": { "l": 63.6, "t": 719.52, "r": 250.08, "b": 707.76 }, "text": "Existing Conditions Input Summary Table", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p6.2", "order": 2, "type": "table", "bbox": { "l": 64.32, "t": 703.68, "r": 532.56, "b": 585.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "cells_checked": 14, "cells_flagged": 0 } }, "children": [ { "id": "p6.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 81.239968, "t": 700.1306, "r": 178.926981, "b": 690.788124 }, "text": "Drainage Area Name", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p6.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 213.001524, "t": 700.1306, "r": 280.688529, "b": 676.388129 }, "text": "Drainage Area (acres)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p6.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 323.279018, "t": 700.1306, "r": 390.912772, "b": 662.108135 }, "text": "Time of Concentration (minutes)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p6.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 439.679118, "t": 700.1306, "r": 508.466027, "b": 676.388129 }, "text": "Curve Number (CN)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 3 }, { "id": "p6.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 83.519967, "t": 656.570617, "r": 176.768636, "b": 632.828147 }, "text": "Ex. 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PROPOSED DRAINAGE CONDITIONS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p6.6", "order": 38, "type": "text", "bbox": { "l": 61.44, "t": 419.28, "r": 543.12, "b": 320.4 }, "text": "The proposed development will incorporate one (1) underground infiltration basin and one (1) manufactured treatment device (MTD) into the layout of the facility for stormwater management. The basin is designed to detain, treat, and infiltrate a portion of stormwater runoff generated by the development in order to meet the stormwater management requirements. The proposed site conditions have been evaluated using the following drainage sub-watershed areas as depicted on the Proposed Drainage Area Map included in the Appendix of this report.", "reading_order": 5 }, { "id": "p6.7", "order": 39, "type": "heading", "bbox": { "l": 62.16, "t": 298.8, "r": 252.24, "b": 287.04 }, "text": "Point of Analysis #1 – Study Area West", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p6.8", "order": 40, "type": "text", "bbox": { "l": 61.68, "t": 264.24, "r": 542.16, "b": 181.44 }, "text": "Study Area WQ MTD A-110: This area consists of 0.63 acres in the central portion of the site which includes open space and impervious areas. Under proposed conditions, stormwater runoff generated by this area flows to proposed inlets via overland flow and through the pipe conveyance system to the proposed MTD and underground infiltration basin. Stormwater from the basin is released through an outlet control structure to the proposed stormwater conveyance system and discharged via the proposed scour hole.", "reading_order": 7 }, { "id": "p6.9", "order": 41, "type": "text", "bbox": { "l": 61.68, "t": 161.04, "r": 542.16, "b": 95.52 }, "text": "Study Area Roof: This area consists of 0.11 acres in the central portion of the site which includes only the roof of the proposed building. Under proposed conditions, stormwater runoff generated by this area flows to proposed stormwater management infrastructure via channel flow within the proposed roof leader the proposed pipe conveyance system to the proposed underground infiltration basin. Stormwater from the basin", "reading_order": 8 }, { "id": "p6.10", "order": 42, "type": "footer", "bbox": { "l": 62.64, "t": 56.64, "r": 157.2, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p6.11", "order": 43, "type": "footer", "bbox": { "l": 294, "t": 46.32, "r": 303.36, "b": 36.24 }, "text": "4", "attrs": { "block_label": "number" }, "reading_order": 10 }, { "id": "p6.12", "order": 44, "type": "footer", "bbox": { "l": 417.36, "t": 56.88, "r": 534.24, "b": 35.04 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 7, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 69, "counts_by_type": { "caption": 2, "footer": 3, "heading": 1, "table": 2, "table_cell": 58, "text": 3 }, "build_ms": 8, "items": [ { "id": "p7.1", "order": 1, "type": "text", "bbox": { "l": 61.44, "t": 719.76, "r": 541.92, "b": 688.56 }, "text": "is released through an outlet control structure to the proposed stormwater conveyance system and discharged via the proposed scour hole.", "reading_order": 0 }, { "id": "p7.2", "order": 2, "type": "text", "bbox": { "l": 61.92, "t": 668.16, "r": 542.16, "b": 620.4 }, "text": "Study Area West Undetained: The area consists of 0.31 acres in the northern, southern, and western portions of the site which includes open, grassy areas. 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"bbox": { "l": 432.005292, "t": 286.850765, "r": 451.332357, "b": 277.508289 }, "text": "0.05", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p7.6.30", "order": 64, "type": "table_cell", "bbox": { "l": 492.725402, "t": 286.850765, "r": 512.052491, "b": 277.508289 }, "text": "1.22", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p7.7", "order": 65, "type": "heading", "bbox": { "l": 62.64, "t": 249.6, "r": 310.56, "b": 237.12 }, "text": "Point of Analysis #2 – Study Area Road Undetained", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p7.8", "order": 66, "type": "text", "bbox": { "l": 61.68, "t": 215.04, "r": 542.16, "b": 167.04 }, "text": "Study Area Road Undetained: The area consists of 0.12 acres in the eastern portion of the site which includes open, grassy areas and asphalt pavement. Under proposed conditions, stormwater runoff captured in this area will run offsite via overland flow.", "reading_order": 7 }, { "id": "p7.9", "order": 67, "type": "footer", "bbox": { "l": 62.64, "t": 56.64, "r": 156.72, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 8 }, { "id": "p7.10", "order": 68, "type": "footer", "bbox": { "l": 294, "t": 46.56, "r": 303.6, "b": 36 }, "text": "5", "attrs": { "block_label": "number" }, "reading_order": 9 }, { "id": "p7.11", "order": 69, "type": "footer", "bbox": { "l": 417.36, "t": 57.12, "r": 534.24, "b": 34.8 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 8, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 44, "counts_by_type": { 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Road Undetained – Imp.\nStudy Area Road Undetained – Perv.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 4 }, { "id": "p8.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 275.519732, "t": 670.850612, "r": 294.847154, "b": 646.628141 }, "text": "0.04\n0.08", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 5 }, { "id": "p8.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 377.27981, "t": 670.850612, "r": 391.087235, "b": 646.628141 }, "text": "0.4\n4.8", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 6 }, { "id": "p8.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 482.041446, "t": 670.850612, "r": 493.088876, "b": 646.628141 }, "text": "98\n39", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 7 }, { "id": "p8.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 70.439972, "t": 641.0906239999999, "r": 208.15371, "b": 617.468153 }, "text": "Study Area Road Undetained – Total", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p8.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 275.519732, "t": 641.0906239999999, "r": 294.846794, "b": 631.748147 }, "text": "0.12", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p8.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 299.16, "t": 636.84, "r": 415.98, "b": 614.4 }, "text": "--", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p8.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 415.98, "t": 636.84, "r": 532.8, "b": 614.4 }, "text": "--", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 1 }, { "id": "p8.3", "order": 15, "type": "caption", "bbox": { "l": 62.88, "t": 596.88, "r": 256.32, "b": 584.4 }, "text": "Proposed Conditions Flow Summary Table", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p8.4", "order": 16, "type": "table", "bbox": { "l": 67.44, "t": 580.8, "r": 537.36, "b": 505.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 7, "integrity": { "cells_checked": 15, "cells_flagged": 0 } }, "children": [ { "id": "p8.4.1", "order": 17, "type": "table_cell", "bbox": { "l": 67.44, "t": 580.8, "r": 134.5714, "b": 530.4 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p8.4.2", "order": 18, "type": "table_cell", "bbox": { "l": 216.959877, "t": 576.8906489999999, "r": 316.326868, "b": 567.548173 }, "text": "Current Rainfall Data", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p8.4.3", "order": 19, "type": "table_cell", "bbox": { "l": 391.801435, "t": 576.8906489999999, "r": 500.64837, "b": 567.548173 }, "text": "Projected Rainfall Data", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p8.4.4", "order": 20, "type": "table_cell", "bbox": { "l": 183.479927, "t": 554.810658, "r": 226.150194, "b": 545.4681820000001 }, "text": "Q2 (CFS)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p8.4.5", "order": 21, "type": "table_cell", "bbox": { "l": 416.519833, "t": 554.810658, "r": 464.710092, "b": 545.4681820000001 }, "text": "Q10 (CFS)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p8.4.6", "order": 22, "type": "table_cell", "bbox": { "l": 296.399831, "t": 554.810658, "r": 350.110081, "b": 545.4681820000001 }, "text": "Q100 (CFS)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p8.4.7", "order": 23, "type": "table_cell", "bbox": { "l": 361.801453, "t": 554.810658, "r": 404.471721, "b": 545.4681820000001 }, "text": "Q2 (CFS)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p8.4.8", "order": 24, "type": "table_cell", "bbox": { "l": 248.279905, "t": 562.010655, "r": 274.870184, "b": 538.268185 }, "text": "Q10 (CFS)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p8.4.9", "order": 25, "type": "table_cell", "bbox": { "l": 476.76147, "t": 554.810658, "r": 530.471691, "b": 545.4681820000001 }, "text": "Q100 (CFS)", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p8.4.10", "order": 26, "type": "table_cell", "bbox": { "l": 73.91997, "t": 532.730667, "r": 163.323614, "b": 509.108196 }, "text": "Study Area Road Undetained – Total", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p8.4.11", "order": 27, "type": "table_cell", "bbox": { "l": 195.239566, "t": 525.65067, "r": 214.566631, "b": 516.3081930000001 }, "text": "0.08", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p8.4.12", "order": 28, "type": "table_cell", "bbox": { "l": 251.879661, "t": 525.65067, "r": 271.206723, "b": 516.3081930000001 }, "text": "0.13", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p8.4.13", "order": 29, "type": "table_cell", "bbox": { "l": 313.681236, "t": 525.65067, "r": 333.008298, "b": 516.3081930000001 }, "text": "0.32", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p8.4.14", "order": 30, "type": "table_cell", "bbox": { "l": 373.562846, "t": 525.65067, "r": 392.889908, "b": 516.3081930000001 }, "text": "0.10", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p8.4.15", "order": 31, "type": "table_cell", "bbox": { "l": 431.04445, "t": 525.65067, "r": 450.371515, "b": 516.3081930000001 }, "text": "0.13", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p8.4.16", "order": 32, "type": "table_cell", "bbox": { "l": 494.044581, "t": 525.65067, "r": 513.371669, "b": 516.3081930000001 }, "text": "0.43", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 } ], "reading_order": 3 }, { "id": "p8.5", "order": 33, "type": "heading", "bbox": { "l": 62.16, "t": 488.16, "r": 365.76, "b": 474 }, "text": "5. STORMWATER MANAGEMENT SYSTEM DESIGN", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p8.6", "order": 34, "type": "text", "bbox": { "l": 61.44, "t": 457.44, "r": 541.92, "b": 409.44 }, "text": "A summary of each basin's water surface elevation (WSEL) and outflow rated for the Water Quality, 2-, 10-, and 100-year storm event for current conditions are provided below. These WSELs and outflows assume normal operating conditions for each basin. Routing calculations for the basin are included in the Appendix.", "reading_order": 5 }, { "id": "p8.7", "order": 35, "type": "caption", "bbox": { "l": 62.88, "t": 387.84, "r": 174.72, "b": 375.84 }, "text": "Basin A Summary Table", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p8.8", "order": 36, "type": "table", "bbox": { "l": 63.84, "t": 372.48, "r": 533.52, "b": 252 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p8.8.1", "order": 37, "type": "table_cell", "bbox": { "l": 95.639962, "t": 368.450733, "r": 190.030166, "b": 255.06829800000003 }, "text": "Storm Event (years)\n2-Year Current\n2- Year Projected\n10-Year Current\n10- Year Projected\n100-Year Current\n100- Year Projected\nWQ Storm", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p8.8.2", "order": 38, "type": "table_cell", "bbox": { "l": 233.401559, "t": 368.450733, "r": 364.031738, "b": 255.06829800000003 }, "text": "Water Surface Elevation (ft)\n117.82\n117.98\n118.37\n118.68\n119.50\n120.00\n117.70", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p8.8.3", "order": 39, "type": "table_cell", "bbox": { "l": 421.323109, "t": 368.450733, "r": 487.990083, "b": 255.06829800000003 }, "text": "Outflow (CFS)\n0.70\n0.70\n0.70\n0.70\n1.33\n1.62\n0.70", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p8.9", "order": 40, "type": "heading", "bbox": { "l": 62.64, "t": 237.12, "r": 325.92, "b": 223.68 }, "text": "6. GREEN INFRASTRUCTURE COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p8.10", "order": 41, "type": "text", "bbox": { "l": 61.2, "t": 206.64, "r": 542.4, "b": 125.04 }, "text": "The basin noted above has been designed to comply with the stormwater runoff quantity, quality, and groundwater recharge requirements for the proposed development as applicable. The basin has been designed in accordance with NJAC 7:8, NJAC 7:50 and the New Jersey Stormwater Best Management Practices. The table below summarizes the design considerations for each basin, see the Site Plan details for additional information.", "reading_order": 9 }, { "id": "p8.11", "order": 42, "type": "footer", "bbox": { "l": 62.64, "t": 56.64, "r": 156.96, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 10 }, { "id": "p8.12", "order": 43, "type": "footer", "bbox": { "l": 294, "t": 46.32, "r": 303.36, "b": 36 }, "text": "6", "attrs": { "block_label": "number" }, "reading_order": 11 }, { "id": "p8.13", "order": 44, "type": "footer", "bbox": { "l": 417.12, "t": 56.64, "r": 534, "b": 35.04 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 9, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 66, "counts_by_type": { "caption": 2, "footer": 3, "heading": 1, "table": 2, "table_cell": 57, "text": 1 }, "build_ms": 8, "items": [ { "id": "p9.1", "order": 1, "type": "caption", "bbox": { "l": 62.64, "t": 719.76, "r": 394.08, "b": 707.76 }, "text": "Small-Scale Infiltration Basins (Table 5-1 – Quantity, Quality, & Recharge)", "attrs": { "block_label": "figure_title" }, "reading_order": 0 }, { "id": "p9.2", "order": 2, "type": "table", "bbox": { "l": 64.56, "t": 704.4, "r": 533.76, "b": 418.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 3, "integrity": { "cells_checked": 26, "cells_flagged": 1, "flags": [ { "row": 2, "col": 0, "coverage": 0.57, "text": "Min. Storage Volume below 1^{{st}} Orifice (Net Increase of…" } ] } }, "children": [ { "id": "p9.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 110.279956, "t": 700.1306, "r": 181.326984, "b": 690.788124 }, "text": "Design Criteria", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p9.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 290.641501, "t": 700.1306, "r": 333.79527, "b": 690.788124 }, "text": "Required", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p9.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 443.882756, "t": 700.1306, "r": 486.556549, "b": 690.788124 }, "text": "Provided", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p9.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 70.439972, "t": 685.2506060000001, "r": 159.846979, "b": 675.90813 }, "text": "Total Drainage Area", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p9.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 220.96, "t": 672.64, "r": 377.36, "b": 640.88 }, "text": "--", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p9.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 421.323252, "t": 685.2506060000001, "r": 508.973845, "b": 675.90813 }, "text": "Basin A: 0.74 Acres", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p9.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 64.56, "t": 640.88, "r": 220.96, "b": 609.12 }, "text": "Min. Storage Volume below 1^{{st}} Orifice (Net Increase of Impervious 10 Year Storm Volume)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p9.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 268.679889, "t": 655.9706180000001, "r": 355.924975, "b": 646.628141 }, "text": "Basin A: 0.101 ac-ft", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p9.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 421.679375, "t": 655.9706180000001, "r": 508.924485, "b": 646.628141 }, "text": "Basin A: 0.392 ac-ft", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p9.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 70.439972, "t": 598.010641, "r": 165.985531, "b": 588.668165 }, "text": "Max. Contributory DA", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p9.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 291.721566, "t": 598.010641, "r": 332.691925, "b": 588.668165 }, "text": "2.5 acres", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p9.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 418.563111, "t": 598.010641, "r": 511.855101, "b": 588.668165 }, "text": "Basin A: 0.787 Acres", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p9.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 70.439972, "t": 577.730649, "r": 143.647001, "b": 568.388173 }, "text": "Max. Drain Time", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p9.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 292.801235, "t": 577.730649, "r": 331.611584, "b": 568.388173 }, "text": "72 hours", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p9.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 418.802793, "t": 577.730649, "r": 511.493283, "b": 568.388173 }, "text": "Basin A: 24.65 hours", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p9.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 70.439972, "t": 548.570661, "r": 173.713743, "b": 539.228184 }, "text": "Separation from SHWT", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 15 }, { "id": "p9.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 299.761456, "t": 548.570661, "r": 324.724962, "b": 539.228184 }, "text": "2 feet", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 16 }, { "id": "p9.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 407.999764, "t": 548.570661, "r": 522.366711, "b": 510.428196 }, "text": "Basin A: 11.7 feet, additional testing required (SPP-1)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p9.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 70.439972, "t": 504.890678, "r": 183.126943, "b": 495.548202 }, "text": "Design Permeability Rate", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p9.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 279.000008, "t": 504.890678, "r": 345.311733, "b": 481.148208 }, "text": "Min. = 0.5 in/hr\\nMax. = 10 in/hr", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p9.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 409.439981, "t": 504.890678, "r": 520.990236, "b": 495.548202 }, "text": "Basin A: 10 in/hr (SPP-1)", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p9.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 70.439972, "t": 475.61069, "r": 182.040576, "b": 466.268213 }, "text": "Max. Depth of WQ Storm", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p9.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 299.761462, "t": 475.61069, "r": 324.724967, "b": 466.268213 }, "text": "2 feet", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p9.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 431.399553, "t": 475.61069, "r": 499.084773, "b": 466.268213 }, "text": "Basin A: 0.20 ft", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p9.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 70.439972, "t": 446.450701, "r": 128.163479, "b": 437.108225 }, "text": "Pretreatment", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p9.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 235.681261, "t": 446.450701, "r": 388.923569, "b": 422.708231 }, "text": "80% TSS Removal BMP upstream of Underground Basin A", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p9.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 406.680313, "t": 446.450701, "r": 523.807213, "b": 422.708231 }, "text": "Hydro International Up-Flo Filter", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 } ], "reading_order": 1 }, { "id": "p9.3", "order": 30, "type": "heading", "bbox": { "l": 66.72, "t": 401.28, "r": 340.8, "b": 387.84 }, "text": "7. WATER QUANTITY CONTROL COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p9.4", "order": 31, "type": "text", "bbox": { "l": 61.68, "t": 370.8, "r": 542.4, "b": 305.52 }, "text": "The site has been designed to meet the flow reduction requirements as noted in NJAC 7:8-5.6(b)3. The points of analysis have been identified on the Drainage Area Maps as previously described. Below is a summary table demonstrating compliance with the flow reduction requirements. Peak Flow Reduction Calculations are included within the appendix of this report.", "reading_order": 3 }, { "id": "p9.5", "order": 32, "type": "caption", "bbox": { "l": 62.4, "t": 284.88, "r": 239.28, "b": 272.4 }, "text": "Point of Analysis #1 (Study Area West)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p9.6", "order": 33, "type": "table", "bbox": { "l": 64.08, "t": 268.8, "r": 539.76, "b": 126.24 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 5, "integrity": { "cells_checked": 30, "cells_flagged": 0 } }, "children": [ { "id": "p9.6.1", "order": 34, "type": "table_cell", "bbox": { "l": 70.439972, "t": 264.89077399999996, "r": 125.403484, "b": 255.54829800000005 }, "text": "Storm Event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p9.6.2", "order": 35, "type": "table_cell", "bbox": { "l": 173.881537, "t": 264.89077399999996, "r": 234.291838, "b": 238.26830500000005 }, "text": "Existing Peak Flow (CFS)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p9.6.3", "order": 36, "type": "table_cell", "bbox": { "l": 258.479556, "t": 264.89077399999996, "r": 303.366601, "b": 238.26830500000005 }, "text": "Required Reduction", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 2 }, { "id": "p9.6.4", "order": 37, "type": "table_cell", "bbox": { "l": 333.959519, "t": 264.89077399999996, "r": 426.649894, "b": 238.26830500000005 }, "text": "Max. Allowable Peak Flow (CFS)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 3 }, { "id": "p9.6.5", "order": 38, "type": "table_cell", "bbox": { "l": 455.159146, "t": 264.89077399999996, "r": 523.3695, "b": 238.26830500000005 }, "text": "Proposed Peak Flow (CFS)", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 4 }, { "id": "p9.6.6", "order": 39, "type": "table_cell", "bbox": { "l": 70.439972, "t": 229.85078799999997, "r": 136.441882, "b": 220.50831200000005 }, "text": "2-Year Current", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p9.6.7", "order": 40, "type": "table_cell", "bbox": { "l": 173.639984, "t": 229.85078799999997, "r": 192.967043, "b": 220.50831200000005 }, "text": "0.25", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p9.6.8", "order": 41, "type": "table_cell", "bbox": { "l": 245.521619, "t": 229.85078799999997, "r": 264.848684, "b": 220.50831200000005 }, "text": "0.50", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p9.6.9", "order": 42, "type": "table_cell", "bbox": { "l": 327.36174, "t": 229.85078799999997, "r": 352.328793, "b": 220.50831200000005 }, "text": "0.125", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p9.6.10", "order": 43, "type": "table_cell", "bbox": { "l": 444.243344, "t": 229.85078799999997, "r": 463.570405, "b": 220.50831200000005 }, "text": "0.00", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p9.6.11", "order": 44, "type": "table_cell", "bbox": { "l": 70.439972, "t": 212.09079499999996, "r": 148.20707, "b": 202.74831900000004 }, "text": "2- Year Projected", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p9.6.12", "order": 45, "type": "table_cell", "bbox": { "l": 173.641672, "t": 212.09079499999996, "r": 192.96873, "b": 202.74831900000004 }, "text": "0.23", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p9.6.13", "order": 46, "type": "table_cell", "bbox": { "l": 245.523307, "t": 212.09079499999996, "r": 264.850366, "b": 202.74831900000004 }, "text": "0.50", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 12 }, { "id": "p9.6.14", "order": 47, "type": "table_cell", "bbox": { "l": 327.364921, "t": 212.09079499999996, "r": 352.331972, "b": 202.74831900000004 }, "text": "0.115", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 13 }, { "id": "p9.6.15", "order": 48, "type": "table_cell", "bbox": { "l": 444.246522, "t": 212.09079499999996, "r": 463.573581, "b": 202.74831900000004 }, "text": "0.00", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p9.6.16", "order": 49, "type": "table_cell", "bbox": { "l": 70.439972, "t": 194.33080199999995, "r": 153.728568, "b": 167.34833300000003 }, "text": "10-Year Current\n10- Year Projected", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p9.6.17", "order": 50, "type": "table_cell", "bbox": { "l": 173.641489, "t": 194.33080199999995, "r": 192.970206, "b": 167.34833300000003 }, "text": "0.41\n0.45", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 16 }, { "id": "p9.6.18", "order": 51, "type": "table_cell", "bbox": { "l": 245.523124, "t": 194.33080199999995, "r": 264.851841, "b": 167.34833300000003 }, "text": "0.25\n0.25", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 17 }, { "id": "p9.6.19", "order": 52, "type": "table_cell", "bbox": { "l": 327.364739, "t": 194.33080199999995, "r": 352.333447, "b": 167.34833300000003 }, "text": "0.225\n0.338", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 18 }, { "id": "p9.6.20", "order": 53, "type": "table_cell", "bbox": { "l": 444.246343, "t": 194.33080199999995, "r": 463.575057, "b": 167.34833300000003 }, "text": "0.01\n0.04", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 19 }, { "id": "p9.6.21", "order": 54, "type": "table_cell", "bbox": { "l": 70.439972, "t": 158.93081600000005, "r": 147.603386, "b": 149.58834000000002 }, "text": "100-Year Current", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 20 }, { "id": "p9.6.22", "order": 55, "type": "table_cell", "bbox": { "l": 173.641457, "t": 158.93081600000005, "r": 192.968516, "b": 149.58834000000002 }, "text": "1.81", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p9.6.23", "order": 56, "type": "table_cell", "bbox": { "l": 245.523092, "t": 158.93081600000005, "r": 264.850157, "b": 149.58834000000002 }, "text": "0.20", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 22 }, { "id": "p9.6.24", "order": 57, "type": "table_cell", "bbox": { "l": 327.363212, "t": 158.93081600000005, "r": 352.330266, "b": 149.58834000000002 }, "text": "1.208", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p9.6.25", "order": 58, "type": "table_cell", "bbox": { "l": 444.244816, "t": 158.93081600000005, "r": 463.571878, "b": 149.58834000000002 }, "text": "0.88", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 24 }, { "id": "p9.6.26", "order": 59, "type": "table_cell", "bbox": { "l": 70.439972, "t": 141.17082400000004, "r": 159.248566, "b": 131.828347 }, "text": "100- Year Projected", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p9.6.27", "order": 60, "type": "table_cell", "bbox": { "l": 173.643122, "t": 141.17082400000004, "r": 192.970181, "b": 131.828347 }, "text": "2.37", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p9.6.28", "order": 61, "type": "table_cell", "bbox": { "l": 245.524758, "t": 141.17082400000004, "r": 264.851816, "b": 131.828347 }, "text": "0.20", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p9.6.29", "order": 62, "type": "table_cell", "bbox": { "l": 327.366372, "t": 141.17082400000004, "r": 352.333422, "b": 131.828347 }, "text": "1.896", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p9.6.30", "order": 63, "type": "table_cell", "bbox": { "l": 444.247973, "t": 141.17082400000004, "r": 463.575035, "b": 131.828347 }, "text": "1.27", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 } ], "reading_order": 5 }, { "id": "p9.7", "order": 64, "type": "footer", "bbox": { "l": 62.64, "t": 56.4, "r": 156.96, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 6 }, { "id": "p9.8", "order": 65, "type": "footer", "bbox": { "l": 294, "t": 46.32, "r": 303.6, "b": 36.24 }, "text": "7", "attrs": { "block_label": "number" }, "reading_order": 7 }, { "id": "p9.9", "order": 66, "type": "footer", "bbox": { "l": 417.6, "t": 56.4, "r": 533.76, "b": 35.52 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 8 } ] }, { "document_id": 11891, "page": 10, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 20, "counts_by_type": { "footer": 3, "header": 1, "heading": 3, "table": 2, "table_cell": 7, "text": 4 }, "build_ms": 3, "items": [ { "id": "p10.1", "order": 1, "type": "header", "bbox": { "l": 62.4, "t": 719.76, "r": 240, "b": 708 }, "text": "Point of Analysis #2 (Study Area Road)", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p10.2", "order": 2, "type": "text", "bbox": { "l": 61.68, "t": 702.24, "r": 542.16, "b": 654.96 }, "text": "The post-construction runoff hydrographs for the current and projected 2-, 10-, and 100-year storm events do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events. Refer to appendix for hydrograph comparisons of this point of analysis.", "reading_order": 1 }, { "id": "p10.3", "order": 3, "type": "heading", "bbox": { "l": 62.88, "t": 636.72, "r": 269.28, "b": 623.04 }, "text": "8. WATER QUALITY COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p10.4", "order": 4, "type": "text", "bbox": { "l": 61.68, "t": 605.52, "r": 542.16, "b": 541.44 }, "text": "In accordance with NJAC 7:8-5.5, stormwater quality standards are applicable when a major development results in an increase of one-quarter acre or more of regulated motor vehicle surface. The proposed development utilizes the following BMP in order to meet the required 80% TSS removal rate as annual average:", "reading_order": 3 }, { "id": "p10.5", "order": 5, "type": "table", "bbox": { "l": 136.32, "t": 520.32, "r": 467.28, "b": 476.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 4, "cells_flagged": 0 } }, "children": [ { "id": "p10.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 161.159866, "t": 517.250673, "r": 282.75028, "b": 507.908197 }, "text": "Green Infrastructure BMP", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p10.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 321.121478, "t": 517.250673, "r": 452.79187, "b": 493.628203 }, "text": "TSS Removal Rate per BMP Manual", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 1 }, { "id": "p10.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 150.83994, "t": 488.090685, "r": 292.99001, "b": 478.748209 }, "text": "Hydro International Up-Flo Filter", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p10.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 376.921344, "t": 488.090685, "r": 396.798692, "b": 478.748209 }, "text": "80%", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p10.6", "order": 10, "type": "heading", "bbox": { "l": 62.16, "t": 457.68, "r": 338.64, "b": 443.76 }, "text": "9. GROUNDWATER RECHARGE COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p10.7", "order": 11, "type": "text", "bbox": { "l": 61.2, "t": 426.72, "r": 542.88, "b": 361.44 }, "text": "The project has been designed to satisfy the groundwater recharge requirements set forth in NJAC 7:50-56.84(a)6.iv(1) by infiltrating the total runoff generated from the net increase in impervious surfaces by a 10-year, 24-hour storm. HydroCAD Stormwater Modeling Software has been utilized to verify satisfaction of the recharge requirement. Groundwater Recharge Calculations are included within the appendix of this report.", "reading_order": 6 }, { "id": "p10.8", "order": 12, "type": "table", "bbox": { "l": 67.68, "t": 338.88, "r": 540.72, "b": 266.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p10.8.1", "order": 13, "type": "table_cell", "bbox": { "l": 222.95939, "t": 338.090745, "r": 381.726321, "b": 328.748269 }, "text": "Groundwater Recharge Summary", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" }, "reading_order": 0 }, { "id": "p10.8.2", "order": 14, "type": "table_cell", "bbox": { "l": 70.439972, "t": 323.330751, "r": 279.246713, "b": 269.348292 }, "text": "Pre-Development 10-Year Impervious Volume\nPost-Development 10-Year Impervious Volume\nNet Volume to be Infiltrated\nVolume below Lowest Orifice", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 1 }, { "id": "p10.8.3", "order": 15, "type": "table_cell", "bbox": { "l": 392.400928, "t": 323.330751, "r": 449.596774, "b": 269.348292 }, "text": "0.046 AC-FT\n0.366 AC-FT\n0.320 AC-FT\n0.392 AC-FT", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 2 } ], "reading_order": 7 }, { "id": "p10.9", "order": 16, "type": "heading", "bbox": { "l": 63.36, "t": 242.4, "r": 252, "b": 228.72 }, "text": "10. GROUNDWATER MOUNDING", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p10.10", "order": 17, "type": "text", "bbox": { "l": 61.68, "t": 216.72, "r": 542.88, "b": 66.24 }, "text": "The proposed underground infiltration basin has been designed to retain and infiltrate the total runoff volume generated from the net increase in impervious surfaces by the 10-year, 24-hour storm, per NJAC 7:50 requirements. The total volume that is required to be retained and infiltrated is 13,939 cubic feet. The volume requirement is met by modeling exfiltration within HydroCAD for the proposed underground infiltration basin. This provides approximately 17,075 cubic feet of water to be infiltrated during the 10-year projected rainfall event. When utilizing the infiltrated volume the maximum mound during the 10-year storm is 8.664 feet. Seasonal High Groundwater was not encountered during the field tests, therefore the termination elevation for SPP-1 (105.8) was used to determine the approximate height of the mound during the 10-year storm. The mound during the 10-year storm could reach a maximum elevation of 114.46 which is 3.04 feet below the", "reading_order": 9 }, { "id": "p10.11", "order": 18, "type": "footer", "bbox": { "l": 62.88, "t": 56.64, "r": 156.96, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 10 }, { "id": "p10.12", "order": 19, "type": "footer", "bbox": { "l": 294.48, "t": 46.08, "r": 303.12, "b": 36.24 }, "text": "8", "attrs": { "block_label": "number" }, "reading_order": 11 }, { "id": "p10.13", "order": 20, "type": "footer", "bbox": { "l": 417.12, "t": 56.16, "r": 534.24, "b": 35.04 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 11, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 12, "counts_by_type": { "footer": 3, "heading": 3, "text": 6 }, "build_ms": 1, "items": [ { "id": "p11.1", "order": 1, "type": "text", "bbox": { "l": 61.68, "t": 719.76, "r": 541.92, "b": 689.28 }, "text": "proposed bottom of basin (elevation 117.50). Therefore, no negative impacts are anticipated. The ground water mounding calculations can be found in the appendix of this report.", "reading_order": 0 }, { "id": "p11.2", "order": 2, "type": "heading", "bbox": { "l": 63.12, "t": 673.2, "r": 376.8, "b": 660.24 }, "text": "11. PINELANDS NITROGEN REMOVAL REQUIREMENT", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p11.3", "order": 3, "type": "text", "bbox": { "l": 61.44, "t": 648, "r": 542.64, "b": 531.6 }, "text": "The project has been designed to satisfy the Nitrogen removal requirements set forth in NJAC 7:50 through the use of an underground basin with a manufactured treatment device. The grading and stormwater conveyance system has been designed to route runoff from motor vehicle surface, landscaped areas and roofs to a proposed underground basin with a MTD to comply with the required nitrogen removal of 53.2%, the proposed Nitrogen removal rate is 59.0%. Further it is noted that the proposed roof and sidewalk areas are not generating nitrogen; therefore 100% nitrogen removal has been provided within those areas. The Pinelands Nitrogen Removal calculations and Exhibit can be found in the Appendix of this report.", "reading_order": 2 }, { "id": "p11.4", "order": 4, "type": "heading", "bbox": { "l": 63.12, "t": 516, "r": 225.36, "b": 502.08 }, "text": "12. STORM SEWER DESIGN", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p11.5", "order": 5, "type": "text", "bbox": { "l": 60.96, "t": 484.8, "r": 542.88, "b": 368.4 }, "text": "The proposed stormwater management collection system has been designed to have hydraulic capacity for the 25-year storm event. The Rational Method was used to determine inflow rates to each structure and Manning's Equation was used to establish pipe capacity. In accordance with the NJDEP BMP Manual Chapter 5, weighted runoff coefficients were computed for each drainage area based on land cover and hydrologic soil group. The time of concentration was calculated for each area. Rainfall intensity was based upon the Trenton Rainfall intensity curve. Supporting calculations and the Inlet Drainage Area Map can be found in the appendix.", "reading_order": 4 }, { "id": "p11.6", "order": 6, "type": "heading", "bbox": { "l": 63.36, "t": 346.56, "r": 413.28, "b": 333.6 }, "text": "13. SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 5 }, { "id": "p11.7", "order": 7, "type": "text", "bbox": { "l": 61.44, "t": 321.6, "r": 542.88, "b": 222.48 }, "text": "The project has been designed to comply with the Standards for Soil Erosion and Sediment Control in New Jersey. Soil erosion control measures such as a stabilized construction entrance, inlet protection and silt fence are shown on the plans. In addition, conduit outlet protection is proposed at the outflow point of the storm sewer system with supporting calculations included in the Appendix of this report. Finally, this project has been designed to satisfy the off-site stability standards set forth in the Standards for Soil Erosion and Sediment Control in New Jersey.", "reading_order": 6 }, { "id": "p11.8", "order": 8, "type": "text", "bbox": { "l": 61.68, "t": 201.12, "r": 541.92, "b": 171.36 }, "text": "As noted previously, the proposed peak flows meet the necessary requirements set forth in NJAC 7:8-5.6 and NJAC 7:50-56.84(a)6), thereby achieving off-site stability.", "reading_order": 7 }, { "id": "p11.9", "order": 9, "type": "text", "bbox": { "l": 62.4, "t": 149.52, "r": 498.96, "b": 137.04 }, "text": "Special consideration shall be given to the use of infiltration for peak flow modifications as follows:", "reading_order": 8 }, { "id": "p11.10", "order": 10, "type": "footer", "bbox": { "l": 62.64, "t": 56.4, "r": 156.96, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 9 }, { "id": "p11.11", "order": 11, "type": "footer", "bbox": { "l": 294, "t": 46.32, "r": 303.36, "b": 36.24 }, "text": "9", "attrs": { "block_label": "number" }, "reading_order": 10 }, { "id": "p11.12", "order": 12, "type": "footer", "bbox": { "l": 417.84, "t": 56.88, "r": 534.48, "b": 35.28 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 12, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 15, "counts_by_type": { "footer": 3, "header": 1, "heading": 2, "text": 9 }, "build_ms": 1, "items": [ { "id": "p12.1", "order": 1, "type": "header", "bbox": { "l": 63.12, "t": 719.28, "r": 228.24, "b": 708.24 }, "text": "Point Of Discharge Stability Analysis", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p12.2", "order": 2, "type": "text", "bbox": { "l": 61.92, "t": 684.72, "r": 542.64, "b": 603.12 }, "text": "When infiltration practices are proposed, an alternate analysis (failure analysis) must be provided which ignores infiltration (no dead storage volume available, no static or dynamic infiltration loss rates in the routing calculations, etc.) and demonstrates that no erosion will occur at the point of discharge if infiltration fails to function. Flow rates based solely upon basin inlet and outlet hydraulics must be used in comparison to Table 21-1 (below) to document a stable outlet.", "reading_order": 1 }, { "id": "p12.3", "order": 3, "type": "text", "bbox": { "l": 61.92, "t": 581.52, "r": 542.88, "b": 499.68 }, "text": "A failure analysis has been provided within the Appendix of this report, which ignores infiltration and demonstrates that no erosion will occur at the point of discharge if infiltration fails to function. To summarize, when disregarding any infiltration and dead storage within the proposed basin the peak outflow for the 25 year storm is 1.06 CFS which complies with the point discharge requirements within the Standards for Soil Erosion and Sediment Control in New Jersey.", "reading_order": 2 }, { "id": "p12.4", "order": 4, "type": "heading", "bbox": { "l": 63.12, "t": 477.84, "r": 244.32, "b": 466.56 }, "text": "Downstream (Off-Site) Stability Analysis", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p12.5", "order": 5, "type": "text", "bbox": { "l": 61.92, "t": 443.28, "r": 542.16, "b": 396 }, "text": "Infiltration may be used to meet peak flow reduction requirements (outlined below) for the purposes of documenting stability of the downstream receiving channel, provided that the complete loss of infiltration function does not result in an increase in peak flow values above the predevelopment levels.", "reading_order": 4 }, { "id": "p12.6", "order": 6, "type": "text", "bbox": { "l": 62.16, "t": 374.88, "r": 541.44, "b": 346.08 }, "text": "Analysis below the points of discharge to the downstream receiving channel have been provided below.", "reading_order": 5 }, { "id": "p12.7", "order": 7, "type": "text", "bbox": { "l": 62.4, "t": 322.56, "r": 294.24, "b": 310.56 }, "text": "Point of Discharge - Methods for Achieving Stability", "reading_order": 6 }, { "id": "p12.8", "order": 8, "type": "heading", "bbox": { "l": 85.68, "t": 288.72, "r": 333.12, "b": 276 }, "text": "1. Well-defined waterway below the point of discharge:", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p12.9", "order": 9, "type": "text", "bbox": { "l": 84.72, "t": 254.4, "r": 541.2, "b": 224.4 }, "text": "There is a well-defined waterway (Dove Mill Branch Tributary) below the point of discharge; therefore, this method will be used.", "reading_order": 8 }, { "id": "p12.10", "order": 10, "type": "text", "bbox": { "l": 84.24, "t": 201.84, "r": 540.72, "b": 189.84 }, "text": "A. Retain pre-developed runoff characteristics. Do not increase the rate of runoff from the development.", "reading_order": 9 }, { "id": "p12.11", "order": 11, "type": "text", "bbox": { "l": 85.44, "t": 167.28, "r": 541.68, "b": 138 }, "text": "As documented in the subsections above, there is a decrease in the rate of runoff from the development to all points of analysis.", "reading_order": 10 }, { "id": "p12.12", "order": 12, "type": "text", "bbox": { "l": 85.44, "t": 115.68, "r": 542.16, "b": 69.36 }, "text": "B. Analyze the waterway or channel for stability under the planned rate of discharge using the Standard for Grassed Waterways or Standard for Channel Stabilization, as appropriate. Peak flows from the 2-and 10-year storms shall be analyzed.", "reading_order": 11 }, { "id": "p12.13", "order": 13, "type": "footer", "bbox": { "l": 62.88, "t": 56.4, "r": 157.2, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 12 }, { "id": "p12.14", "order": 14, "type": "footer", "bbox": { "l": 292.8, "t": 46.32, "r": 305.52, "b": 36 }, "text": "10", "attrs": { "block_label": "number" }, "reading_order": 13 }, { "id": "p12.15", "order": 15, "type": "footer", "bbox": { "l": 417.36, "t": 56.64, "r": 534.24, "b": 35.28 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 14 } ] }, { "document_id": 11891, "page": 13, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 14, "counts_by_type": { "footer": 3, "heading": 1, "text": 10 }, "build_ms": 1, "items": [ { "id": "p13.1", "order": 1, "type": "text", "bbox": { "l": 84.48, "t": 702.48, "r": 541.68, "b": 672.24 }, "text": "As noted above, the proposed peak flows meet the above reductions, thereby achieving off-site stability, therefore; this section is not applicable.", "reading_order": 0 }, { "id": "p13.2", "order": 2, "type": "text", "bbox": { "l": 85.2, "t": 650.64, "r": 368.88, "b": 638.16 }, "text": "C. Modify the waterway or channel to a stable design condition.", "reading_order": 1 }, { "id": "p13.3", "order": 3, "type": "text", "bbox": { "l": 84.48, "t": 616.08, "r": 541.68, "b": 586.08 }, "text": "As noted above, the proposed peak flows meet the above reductions, thereby achieving off-site stability, therefore; this section is not applicable.", "reading_order": 2 }, { "id": "p13.4", "order": 4, "type": "heading", "bbox": { "l": 63.6, "t": 564, "r": 356.16, "b": 552.48 }, "text": "Downstream of the Point of Discharge (Off-Site Stability Analysis)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p13.5", "order": 5, "type": "text", "bbox": { "l": 61.92, "t": 529.68, "r": 543.36, "b": 430.56 }, "text": "In addition to ensuring erosion does not occur at the point of discharge, areas downstream and beyond the immediate area of site development may be damaged due to erosive forces resulting from extended duration of hydrograph peak flows. An unintended consequence of the practice of detaining and slowly releasing stormwater is the ability for peak flows to be sustained for longer periods of time, offering an opportunity for upstream discharges to coincide with project site discharges. The resulting combined discharge may be equal to or even exceed that of the pre-development condition.", "reading_order": 4 }, { "id": "p13.6", "order": 6, "type": "text", "bbox": { "l": 62.4, "t": 409.44, "r": 542.4, "b": 379.68 }, "text": "To limit the potential for such an occurrence the designer may choose either of two approaches for downstream stability protection:", "reading_order": 5 }, { "id": "p13.7", "order": 7, "type": "text", "bbox": { "l": 85.68, "t": 357.36, "r": 542.88, "b": 258.24 }, "text": "1. Examine hydraulic characteristics of the receiving stream channel considering upstream discharge in combination with site discharge to assess channel stability. The scope and scale of the analysis shall be appropriate to the scale of the project and the post development peak discharge rate and volume. Of particular concern are hydraulic control points, (culverts, bridges, etc.), bends in streams and sudden changes in channel cross sections downstream of the discharge point. The following may be utilized to assess stability:", "reading_order": 6 }, { "id": "p13.8", "order": 8, "type": "text", "bbox": { "l": 84.96, "t": 236.64, "r": 379.92, "b": 223.92 }, "text": "The proposed design utilizes approach 2 as described below.", "reading_order": 7 }, { "id": "p13.9", "order": 9, "type": "text", "bbox": { "l": 85.2, "t": 201.84, "r": 541.44, "b": 172.08 }, "text": "2. In lieu of performing a comprehensive watershed analysis, design a detention facility that reduces peak flows to the following levels. Infiltration may be used to meet these criteria:", "reading_order": 8 }, { "id": "p13.10", "order": 10, "type": "text", "bbox": { "l": 98.88, "t": 150.24, "r": 317.04, "b": 138.24 }, "text": "2-year storm – 50% of the predevelopment peak", "reading_order": 9 }, { "id": "p13.11", "order": 11, "type": "text", "bbox": { "l": 100.08, "t": 115.68, "r": 322.08, "b": 103.68 }, "text": "10-year storm – 75% of the predevelopment peak", "reading_order": 10 }, { "id": "p13.12", "order": 12, "type": "footer", "bbox": { "l": 62.88, "t": 56.4, "r": 156.96, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 11 }, { "id": "p13.13", "order": 13, "type": "footer", "bbox": { "l": 292.08, "t": 46.08, "r": 305.52, "b": 35.76 }, "text": "11", "attrs": { "block_label": "number" }, "reading_order": 12 }, { "id": "p13.14", "order": 14, "type": "footer", "bbox": { "l": 417.12, "t": 57.36, "r": 534.24, "b": 35.28 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 13 } ] }, { "document_id": 11891, "page": 14, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 8, "counts_by_type": { "footer": 3, "heading": 1, "text": 4 }, "build_ms": 1, "items": [ { "id": "p14.1", "order": 1, "type": "text", "bbox": { "l": 97.92, "t": 719.52, "r": 541.92, "b": 672.48 }, "text": "The post-construction runoff hydrographs for the current and projected two-, 10-, and 100-year storm events do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events.", "reading_order": 0 }, { "id": "p14.2", "order": 2, "type": "text", "bbox": { "l": 97.68, "t": 650.88, "r": 542.4, "b": 603.12 }, "text": "Reductions in peak flows are to be compared to pre-developed drainage area points of discharge in the event that drainage is re-directed in the post developed condition. Reductions are only required of the developed or modified portions of the project site.", "reading_order": 1 }, { "id": "p14.3", "order": 3, "type": "text", "bbox": { "l": 97.68, "t": 581.76, "r": 541.44, "b": 551.76 }, "text": "As documented in the subsections above, the proposed peak flows meet the above reductions, thereby achieving off-site stability.", "reading_order": 2 }, { "id": "p14.4", "order": 4, "type": "heading", "bbox": { "l": 63.84, "t": 529.92, "r": 166.08, "b": 515.76 }, "text": "14. CONCLUSION", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p14.5", "order": 5, "type": "text", "bbox": { "l": 61.68, "t": 504.48, "r": 541.92, "b": 404.16 }, "text": "The proposed development has been designed to control stormwater runoff in a manner consistent with the existing drainage patterns. In addition, the proposed development satisfies the runoff quantity, quality and groundwater recharge requirements set forth by the Township of Jackson Land Use Ordinance, Pinelands CMP and NJAC 7:8 through the use of the proposed small-scale underground infiltration basins. With this stated, it is evident that the proposed development will not have a negative impact on the existing drainage conditions, water quality or groundwater recharge on-site or within the vicinity of the subject site.", "reading_order": 4 }, { "id": "p14.6", "order": 6, "type": "footer", "bbox": { "l": 62.64, "t": 56.4, "r": 156.72, "b": 35.76 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" }, "reading_order": 5 }, { "id": "p14.7", "order": 7, "type": "footer", "bbox": { "l": 292.56, "t": 46.56, "r": 306, "b": 35.76 }, "text": "12", "attrs": { "block_label": "number" }, "reading_order": 6 }, { "id": "p14.8", "order": 8, "type": "footer", "bbox": { "l": 417.36, "t": 57.36, "r": 534.24, "b": 35.28 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" }, "reading_order": 7 } ] }, { "document_id": 11891, "page": 15, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p15.1", "order": 1, "type": "text", "bbox": { "l": 257.28, "t": 417.12, "r": 353.52, "b": 396.24 }, "text": "APPENDIX", "reading_order": 0 } ] }, { "document_id": 11891, "page": 16, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p16.1", "order": 1, "type": "text", "bbox": { "l": 192, "t": 416.4, "r": 420, "b": 396 }, "text": "NRCS WEB SOIL SURVEY", "reading_order": 0 } ] }, { "document_id": 11891, "page": 17, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 9, "counts_by_type": { "figure": 2, "footer": 3, "header": 1, "text": 3 }, "build_ms": 0, "items": [ { "id": "p17.1", "order": 1, "type": "header", "bbox": { "l": 565.92, "t": 489.12, "r": 576.48, "b": 302.88 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p17.2", "order": 2, "type": "text", "bbox": { "l": 15.6, "t": 113.76, "r": 35.76, "b": 69.36 }, "text": "6/14/2023\nPage 1 of 4", "attrs": { "block_label": "number" }, "reading_order": 1 }, { "id": "p17.3", "order": 3, "type": "figure", "bbox": { "l": 45.6, "t": 744, "r": 566.16, "b": 54.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 2 }, { "id": "p17.4", "order": 4, "type": "text", "bbox": { "l": 541.68, "t": 89.04, "r": 572.16, "b": 81.6 }, "text": "74° 16' 4\" W", "attrs": { "block_label": "aside_text" }, "reading_order": 3 }, { "id": "p17.5", "order": 5, "type": "figure", "bbox": { "l": 579.12, "t": 88.8, "r": 591.24, "b": 71.28 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 4 }, { "id": "p17.6", "order": 6, "type": "text", "bbox": { "l": 520.08, "t": 69.36, "r": 527.28, "b": 39.6 }, "text": "40° 4' 57\" N", "attrs": { "block_label": "aside_text" }, "reading_order": 5 }, { "id": "p17.7", "order": 7, "type": "footer", "bbox": { "l": 19.68, "t": 721.68, "r": 34.56, "b": 702 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 6 }, { "id": "p17.8", "order": 8, "type": "footer", "bbox": { "l": 16.08, "t": 693.36, "r": 35.76, "b": 608.4 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 7 }, { "id": "p17.9", "order": 9, "type": "footer", "bbox": { "l": 15.84, "t": 456.96, "r": 35.52, "b": 335.04 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 8 } ] }, { "document_id": 11891, "page": 18, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 35, "counts_by_type": { "figure": 2, "footer": 4, "header": 1, "heading": 2, "table": 2, "table_cell": 14, "text": 10 }, "build_ms": 1, "items": [ { "id": "p18.1", "order": 1, "type": "header", "bbox": { "l": 565.68, "t": 489.84, "r": 576.48, "b": 302.4 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p18.2", "order": 2, "type": "text", "bbox": { "l": 458.4, "t": 650.64, "r": 468, "b": 630.72 }, "text": "Soils", "reading_order": 1 }, { "id": "p18.3", "order": 3, "type": "text", "bbox": { "l": 484.8, "t": 650.64, "r": 494.88, "b": 576.48 }, "text": "Area of Interest (AOI)", "reading_order": 2 }, { "id": "p18.4", "order": 4, "type": "figure", "bbox": { "l": 119.04, "t": 648.48, "r": 493.68, "b": 401.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 3 }, { "id": "p18.5", "order": 5, "type": "heading", "bbox": { "l": 508.08, "t": 567.84, "r": 522.24, "b": 483.84 }, "text": "MAP LEGEND", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p18.6", "order": 6, "type": "text", "bbox": { "l": 136.8, "t": 321.36, "r": 177.36, "b": 94.56 }, "text": "The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.", "reading_order": 5 }, { "id": "p18.7", "order": 7, "type": "text", "bbox": { "l": 182.4, "t": 321.12, "r": 202.8, "b": 87.36 }, "text": "Date(s) aerial images were photographed: Jun 4, 2022—Jul 22, 2022", "reading_order": 6 }, { "id": "p18.8", "order": 8, "type": "text", "bbox": { "l": 206.88, "t": 320.64, "r": 227.76, "b": 106.08 }, "text": "Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.", "reading_order": 7 }, { "id": "p18.9", "order": 9, "type": "text", "bbox": { "l": 231.84, "t": 320.88, "r": 252.96, "b": 150.48 }, "text": "Soil Survey Area: Ocean County, New Jersey\nSurvey Area Data: Version 20, Aug 30, 2022", "reading_order": 8 }, { "id": "p18.10", "order": 10, "type": "text", "bbox": { "l": 257.28, "t": 321.12, "r": 278.4, "b": 86.4 }, "text": "This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.", "reading_order": 9 }, { "id": "p18.11", "order": 11, "type": "text", "bbox": { "l": 282.48, "t": 321.12, "r": 331.92, "b": 89.28 }, "text": "Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.", "reading_order": 10 }, { "id": "p18.12", "order": 12, "type": "text", "bbox": { "l": 371.76, "t": 321.36, "r": 392.16, "b": 118.08 }, "text": "Please rely on the bar scale on each map sheet for map measurements.", "reading_order": 11 }, { "id": "p18.13", "order": 13, "type": "table", "bbox": { "l": 336.48, "t": 320.88, "r": 466.8, "b": 137.76 }, "text": "", "attrs": { "n_rows": 7, "n_cols": 2 }, "children": [ { "id": "p18.13.1", "order": 14, "type": "table_cell", "bbox": { "l": 336.48, "t": 320.88, "r": 401.64, "b": 294.72 }, "text": "B", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p18.13.2", "order": 15, "type": "table_cell", "bbox": { "l": 401.64, "t": 320.88, "r": 466.8, "b": 294.72 }, "text": "", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p18.13.3", "order": 16, "type": "table_cell", "bbox": { "l": 336.48, "t": 294.72, "r": 401.64, "b": 268.56 }, "text": "B/D", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p18.13.4", "order": 17, "type": "table_cell", "bbox": { "l": 401.64, "t": 294.72, "r": 466.8, "b": 268.56 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p18.13.5", "order": 18, "type": "table_cell", "bbox": { "l": 336.48, "t": 268.56, "r": 401.64, "b": 242.4 }, "text": "C", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p18.13.6", "order": 19, "type": "table_cell", "bbox": { "l": 401.64, "t": 268.56, "r": 466.8, "b": 242.4 }, "text": "C/D", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p18.13.7", "order": 20, "type": "table_cell", "bbox": { "l": 336.48, "t": 242.4, "r": 401.64, "b": 216.24 }, "text": "D", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p18.13.8", "order": 21, "type": "table_cell", "bbox": { "l": 401.64, "t": 242.4, "r": 466.8, "b": 216.24 }, "text": "Not rated or not available", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p18.13.9", "order": 22, "type": "table_cell", "bbox": { "l": 336.48, "t": 216.24, "r": 466.8, "b": 190.08 }, "text": "Soil Rating Points", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 8 }, { "id": "p18.13.10", "order": 23, "type": "table_cell", "bbox": { "l": 336.48, "t": 190.08, "r": 466.8, "b": 163.92 }, "text": "A", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 9 }, { "id": "p18.13.11", "order": 24, "type": "table_cell", "bbox": { "l": 336.48, "t": 163.92, "r": 466.8, "b": 137.76 }, "text": "A/D", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 10 } ], "reading_order": 12 }, { "id": "p18.14", "order": 25, "type": "table", "bbox": { "l": 347.52, "t": 320.88, "r": 450.48, "b": 90.96 }, "text": "", "attrs": { "n_rows": 3, "n_cols": 1 }, "children": [ { "id": "p18.14.1", "order": 26, "type": "table_cell", "bbox": { "l": 347.52, "t": 320.88, "r": 450.48, "b": 244.24 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p18.14.2", "order": 27, "type": "table_cell", "bbox": { "l": 347.52, "t": 244.24, "r": 450.48, "b": 167.6 }, "text": "Soil Rating Points", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p18.14.3", "order": 28, "type": "table_cell", "bbox": { "l": 347.52, "t": 167.6, "r": 450.48, "b": 90.96 }, "text": "A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 } ], "reading_order": 13 }, { "id": "p18.15", "order": 29, "type": "text", "bbox": { "l": 475.2, "t": 321.12, "r": 495.84, "b": 114.96 }, "text": "The soil surveys that comprise your AOI were mapped at 1:24,000.", "reading_order": 14 }, { "id": "p18.16", "order": 30, "type": "heading", "bbox": { "l": 508.08, "t": 259.92, "r": 522.24, "b": 142.8 }, "text": "MAP INFORMATION", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 15 }, { "id": "p18.17", "order": 31, "type": "figure", "bbox": { "l": 579.12, "t": 88.8, "r": 591.24, "b": 71.28 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 16 }, { "id": "p18.18", "order": 32, "type": "footer", "bbox": { "l": 19.68, "t": 721.92, "r": 34.8, "b": 702.24 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 17 }, { "id": "p18.19", "order": 33, "type": "footer", "bbox": { "l": 16.32, "t": 693.12, "r": 35.76, "b": 608.16 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 18 }, { "id": "p18.20", "order": 34, "type": "footer", "bbox": { "l": 15.84, "t": 456.72, "r": 35.76, "b": 335.52 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 19 }, { "id": "p18.21", "order": 35, "type": "footer", "bbox": { "l": 15.84, "t": 113.04, "r": 36, "b": 70.32 }, "text": "6/14/2023\nPage 2 of 4", "attrs": { "block_label": "footer" }, "reading_order": 20 } ] }, { "document_id": 11891, "page": 19, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 30, "counts_by_type": { "footer": 4, "header": 1, "heading": 3, "table": 1, "table_cell": 13, "text": 8 }, "build_ms": 1, "items": [ { "id": "p19.1", "order": 1, "type": "header", "bbox": { "l": 34.32, "t": 756.72, "r": 220.8, "b": 745.44 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p19.2", "order": 2, "type": "heading", "bbox": { "l": 124.56, "t": 700.08, "r": 287.28, "b": 682.08 }, "text": "Hydrologic Soil Group", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p19.3", "order": 3, "type": "table", "bbox": { "l": 71.04, "t": 645.12, "r": 540.96, "b": 560.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5 }, "children": [ { "id": "p19.3.1", "order": 4, "type": "table_cell", "bbox": { "l": 71.04, "t": 645.12, "r": 165.024, "b": 617.04 }, "text": "Map unit symbol", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p19.3.2", "order": 5, "type": "table_cell", "bbox": { "l": 165.024, "t": 645.12, "r": 259.008, "b": 617.04 }, "text": "Map unit name", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p19.3.3", "order": 6, "type": "table_cell", "bbox": { "l": 259.008, "t": 645.12, "r": 352.992, "b": 617.04 }, "text": "Rating", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p19.3.4", "order": 7, "type": "table_cell", "bbox": { "l": 352.992, "t": 645.12, "r": 446.976, "b": 617.04 }, "text": "Acres in AOI", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p19.3.5", "order": 8, "type": "table_cell", "bbox": { "l": 446.976, "t": 645.12, "r": 540.96, "b": 617.04 }, "text": "Percent of AOI", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 4 }, { "id": "p19.3.6", "order": 9, "type": "table_cell", "bbox": { "l": 71.04, "t": 617.04, "r": 165.024, "b": 588.96 }, "text": "DofgB", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p19.3.7", "order": 10, "type": "table_cell", "bbox": { "l": 165.024, "t": 617.04, "r": 259.008, "b": 588.96 }, "text": "Downer gravelly sandy loam, gravelly substratum, 2 to 5 percent slopes", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p19.3.8", "order": 11, "type": "table_cell", "bbox": { "l": 259.008, "t": 617.04, "r": 352.992, "b": 588.96 }, "text": "A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p19.3.9", "order": 12, "type": "table_cell", "bbox": { "l": 352.992, "t": 617.04, "r": 446.976, "b": 588.96 }, "text": "1.2", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p19.3.10", "order": 13, "type": "table_cell", "bbox": { "l": 446.976, "t": 617.04, "r": 540.96, "b": 588.96 }, "text": "100.0%", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p19.3.11", "order": 14, "type": "table_cell", "bbox": { "l": 71.04, "t": 588.96, "r": 352.992, "b": 560.88 }, "text": "Totals for Area of Interest", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 10 }, { "id": "p19.3.12", "order": 15, "type": "table_cell", "bbox": { "l": 352.992, "t": 588.96, "r": 446.976, "b": 560.88 }, "text": "1.2", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p19.3.13", "order": 16, "type": "table_cell", "bbox": { "l": 446.976, "t": 588.96, "r": 540.96, "b": 560.88 }, "text": "100.0%", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 12 } ], "reading_order": 2 }, { "id": "p19.4", "order": 17, "type": "heading", "bbox": { "l": 124.56, "t": 544.56, "r": 204.48, "b": 528.72 }, "text": "Description", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 3 }, { "id": "p19.5", "order": 18, "type": "text", "bbox": { "l": 123.36, "t": 513.6, "r": 485.04, "b": 464.16 }, "text": "Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms.", "reading_order": 4 }, { "id": "p19.6", "order": 19, "type": "text", "bbox": { "l": 123.12, "t": 453.84, "r": 476.16, "b": 428.88 }, "text": "The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:", "reading_order": 5 }, { "id": "p19.7", "order": 20, "type": "text", "bbox": { "l": 123.36, "t": 417.6, "r": 452.88, "b": 368.64 }, "text": "Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.", "reading_order": 6 }, { "id": "p19.8", "order": 21, "type": "text", "bbox": { "l": 123.12, "t": 357.6, "r": 472.08, "b": 308.4 }, "text": "Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission.", "reading_order": 7 }, { "id": "p19.9", "order": 22, "type": "text", "bbox": { "l": 123.12, "t": 298.08, "r": 484.56, "b": 248.64 }, "text": "Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.", "reading_order": 8 }, { "id": "p19.10", "order": 23, "type": "text", "bbox": { "l": 123.36, "t": 237.6, "r": 469.68, "b": 175.92 }, "text": "Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.", "reading_order": 9 }, { "id": "p19.11", "order": 24, "type": "text", "bbox": { "l": 123.12, "t": 165.6, "r": 486.72, "b": 128.16 }, "text": "If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.", "reading_order": 10 }, { "id": "p19.12", "order": 25, "type": "heading", "bbox": { "l": 124.56, "t": 120.48, "r": 228.24, "b": 103.92 }, "text": "Rating Options", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 11 }, { "id": "p19.13", "order": 26, "type": "text", "bbox": { "l": 123.36, "t": 90.24, "r": 311.52, "b": 76.56 }, "text": "Aggregation Method: Dominant Condition", "reading_order": 12 }, { "id": "p19.14", "order": 27, "type": "footer", "bbox": { "l": 34.8, "t": 62.88, "r": 54, "b": 47.52 }, "text": "", "attrs": { "block_label": "footer_image" }, "reading_order": 13 }, { "id": "p19.15", "order": 28, "type": "footer", "bbox": { "l": 62.64, "t": 62.64, "r": 147.6, "b": 43.68 }, "text": "Natural Resources\nConservation Service", "attrs": { "block_label": "footer" }, "reading_order": 14 }, { "id": "p19.16", "order": 29, "type": "footer", "bbox": { "l": 245.52, "t": 62.88, "r": 366.48, "b": 43.2 }, "text": "Web Soil Survey\nNational Cooperative Soil Survey", "attrs": { "block_label": "footer" }, "reading_order": 15 }, { "id": "p19.17", "order": 30, "type": "footer", "bbox": { "l": 534.24, "t": 63.12, "r": 578.4, "b": 43.2 }, "text": "6/14/2023\nPage 3 of 4", "attrs": { "block_label": "footer" }, "reading_order": 16 } ] }, { "document_id": 11891, "page": 20, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 7, "counts_by_type": { "footer": 4, "header": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p20.1", "order": 1, "type": "header", "bbox": { "l": 34.08, "t": 756.72, "r": 221.04, "b": 745.44 }, "text": "Hydrologic Soil Group—Ocean County, New Jersey", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p20.2", "order": 2, "type": "text", "bbox": { "l": 124.56, "t": 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Ocean-D\nRainfall events imported from \"NRCS-Rain.txt\" for 6614 NJ Ocean-D\nRainfall events imported from \"NJ-Rain.txt\" for 6614 NJ Ocean-D\nRainfall events imported from \"NJ-Rain.txt\" for 6614 NJ Ocean-D\nRainfall events imported from \"NJ-Rain.txt\" for 6614 NJ Ocean-D\nDefined 1 rainfall events from NJ-DEP IDF\nDefined 1 rainfall events from NJ-DEP IDF", "reading_order": 5 } ] }, { "document_id": 11891, "page": 23, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 98, "counts_by_type": { "table": 4, "table_cell": 94 }, "build_ms": 3, "items": [ { "id": "p23.1", "order": 1, "type": "table", "bbox": { "l": 43.44, "t": 521.76, "r": 766.56, "b": 496.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p23.1.1", "order": 2, "type": "table_cell", 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"bbox": { "l": 433.2, "t": 513.68, "r": 594.48, "b": 505.12 }, "text": "Prepared by Dynamic Engineering", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p31.8.4", "order": 32, "type": "table_cell", "bbox": { "l": 594.48, "t": 513.68, "r": 755.76, "b": 505.12 }, "text": "Printed 2/10/2026", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p31.8.5", "order": 33, "type": "table_cell", "bbox": { "l": 433.2, "t": 505.12, "r": 594.48, "b": 496.56 }, "text": "HydroCAD ○ledR 10.20-8a s/n 08640 ○ledC 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p31.8.5.1", "order": 34, "type": "form_field", "bbox": { "l": 452.3, "t": 505.12, "r": 460.86, "b": 496.56 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 08640", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p31.8.5", "text_offset": 9, "text_span": 1 }, "reading_order": 0 }, { "id": "p31.8.5.2", "order": 35, "type": "form_field", "bbox": { "l": 505.35, "t": 505.12, "r": 513.91, "b": 496.56 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledC 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p31.8.5", "text_offset": 34, "text_span": 1 }, "reading_order": 1 } ], "reading_order": 4 }, { "id": "p31.8.6", "order": 36, "type": "table_cell", "bbox": { "l": 594.48, "t": 505.12, "r": 755.76, "b": 496.56 }, "text": "Page 20", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 7 }, { "id": "p31.9", "order": 37, "type": "heading", "bbox": { "l": 493.92, "t": 490.08, "r": 700.32, "b": 479.76 }, "text": "Summary for Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p31.10", "order": 38, "type": "table", "bbox": { "l": 433.68, "t": 473.76, "r": 736.08, "b": 413.82873 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 2, "integrity": { "cells_checked": 11, "cells_flagged": 9, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 3.10\" for 2-Yea…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "1.53 cfs @ 12.19 hrs, Volume= 0.191 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.70 cfs @ 12.56 hrs, Volume= 0.191 af, Atten= 54%, Lag= 22…" }, { "row": 3, "col": 1, "coverage": 0, "text": "0.70 cfs @ 12.56 hrs, Volume= 0.191 af" }, { "row": 4, "col": 1, "coverage": 0, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af" }, { "row": 5, "col": 0, "coverage": 0.13, "text": "Routed to Link 14L : Study Area West (Total)" } ] } }, "children": [ { "id": "p31.10.1", "order": 39, "type": "table_cell", "bbox": { "l": 433.68, "t": 473.76, "r": 584.88, "b": 465.92 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p31.10.2", "order": 40, "type": "table_cell", "bbox": { "l": 584.88, "t": 473.76, "r": 736.08, "b": 465.92 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 3.10\" for 2-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p31.10.3", "order": 41, "type": "table_cell", "bbox": { "l": 433.68, "t": 465.92, "r": 584.88, "b": 458.08 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p31.10.4", "order": 42, "type": "table_cell", "bbox": { "l": 584.88, "t": 465.92, "r": 736.08, "b": 458.08 }, "text": "1.53 cfs @ 12.19 hrs, Volume= 0.191 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p31.10.5", "order": 43, "type": "table_cell", "bbox": { "l": 433.68, "t": 458.08, "r": 584.88, "b": 450.24 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p31.10.6", "order": 44, "type": "table_cell", "bbox": { "l": 584.88, "t": 458.08, "r": 736.08, "b": 450.24 }, "text": "0.70 cfs @ 12.56 hrs, Volume= 0.191 af, Atten= 54%, Lag= 22.1 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p31.10.7", "order": 45, "type": "table_cell", "bbox": { "l": 462.980998, "t": 420.181767, "r": 493.376467, "b": 413.82873 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p31.10.8", "order": 46, "type": "table_cell", "bbox": { "l": 584.88, "t": 450.24, "r": 736.08, "b": 442.4 }, "text": "0.70 cfs @ 12.56 hrs, Volume= 0.191 af", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p31.10.9", "order": 47, "type": "table_cell", "bbox": { "l": 462.980899, "t": 457.976121, "r": 486.238396, "b": 451.623084 }, "text": "Primary =", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p31.10.10", "order": 48, "type": "table_cell", "bbox": { "l": 584.88, "t": 442.4, "r": 736.08, "b": 434.56 }, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p31.10.11", "order": 49, "type": "table_cell", "bbox": { "l": 433.68, "t": 434.56, "r": 736.08, "b": 426.72 }, "text": "Routed to Link 14L : Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 10 } ], "reading_order": 9 }, { "id": "p31.11", "order": 50, "type": "text", "bbox": { "l": 433.2, "t": 419.76, "r": 651.36, "b": 402.48 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs\nPeak Elev= 117.82' @ 12.56 hrs Surf.Area= 3,001 sf Storage= 937 cf", "reading_order": 10 }, { "id": "p31.12", "order": 51, "type": "text", "bbox": { "l": 433.2, "t": 397.2, "r": 657.6, "b": 380.16 }, "text": "Plug-Flow detention time=6.8 min calculated for 0.191 af (100% of inflow) Center-of-Mass det. time=6.8 min (773.5 - 766.7)", "reading_order": 11 }, { "id": "p31.13", "order": 52, "type": "table", "bbox": { "l": 432.24, "t": 374.16, "r": 751.92, "b": 319.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p31.13.1", "order": 53, "type": "table_cell", "bbox": { "l": 432.24, "t": 374.16, "r": 512.16, "b": 355.84 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p31.13.2", "order": 54, "type": "table_cell", "bbox": { "l": 512.16, "t": 374.16, "r": 592.08, "b": 355.84 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p31.13.3", "order": 55, "type": "table_cell", "bbox": { "l": 592.08, "t": 374.16, "r": 672, "b": 355.84 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p31.13.4", "order": 56, "type": "table_cell", "bbox": { "l": 672, "t": 374.16, "r": 751.92, "b": 355.84 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p31.13.5", "order": 57, "type": "table_cell", "bbox": { "l": 432.24, "t": 355.84, "r": 512.16, "b": 337.52 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p31.13.6", "order": 58, "type": "table_cell", "bbox": { "l": 512.16, "t": 355.84, "r": 592.08, "b": 337.52 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p31.13.7", "order": 59, "type": "table_cell", "bbox": { "l": 592.08, "t": 355.84, "r": 672, "b": 337.52 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p31.13.8", "order": 60, "type": "table_cell", "bbox": { "l": 672, "t": 355.84, "r": 751.92, "b": 337.52 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p31.13.9", "order": 61, "type": "table_cell", "bbox": { "l": 432.24, "t": 337.52, "r": 512.16, "b": 319.2 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p31.13.10", "order": 62, "type": "table_cell", "bbox": { "l": 512.16, "t": 337.52, "r": 592.08, "b": 319.2 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p31.13.11", "order": 63, "type": "table_cell", "bbox": { "l": 592.08, "t": 337.52, "r": 672, "b": 319.2 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p31.13.12", "order": 64, "type": "table_cell", "bbox": { "l": 672, "t": 337.52, "r": 751.92, "b": 319.2 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 12 }, { "id": "p31.14", "order": 65, "type": "caption", "bbox": { "l": 522.72, "t": 318.24, "r": 628.08, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 13 }, { "id": "p31.15", "order": 66, "type": "text", "bbox": { "l": 442.8, "t": 304.08, "r": 587.76, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 14 }, { "id": "p31.16", "order": 67, "type": "table", "bbox": { "l": 432.48, "t": 290.88, "r": 753.12, "b": 171.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p31.16.1", "order": 68, "type": "table_cell", "bbox": { "l": 432.48, "t": 290.88, "r": 512.64, "b": 270.92 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p31.16.2", "order": 69, "type": "table_cell", "bbox": { "l": 512.64, "t": 290.88, "r": 592.8, "b": 270.92 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p31.16.3", "order": 70, "type": "table_cell", "bbox": { "l": 592.8, "t": 290.88, "r": 672.96, "b": 270.92 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p31.16.4", "order": 71, "type": "table_cell", "bbox": { "l": 672.96, "t": 290.88, "r": 753.12, "b": 270.92 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p31.16.5", "order": 72, "type": "table_cell", "bbox": { "l": 432.48, "t": 270.92, "r": 512.64, "b": 250.96 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p31.16.6", "order": 73, "type": "table_cell", "bbox": { "l": 512.64, "t": 270.92, "r": 592.8, "b": 250.96 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p31.16.7", "order": 74, "type": "table_cell", "bbox": { "l": 592.8, "t": 270.92, "r": 672.96, "b": 250.96 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p31.16.8", "order": 75, "type": "table_cell", "bbox": { "l": 672.96, "t": 270.92, "r": 753.12, "b": 250.96 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50' / 117.40' S= 0.0045 '/\\nCc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p31.16.9", "order": 76, "type": "table_cell", "bbox": { "l": 432.48, "t": 250.96, "r": 512.64, "b": 231 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p31.16.10", "order": 77, "type": "table_cell", "bbox": { "l": 512.64, "t": 250.96, "r": 592.8, "b": 231 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p31.16.11", "order": 78, "type": "table_cell", "bbox": { "l": 592.8, "t": 250.96, "r": 672.96, "b": 231 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p31.16.12", "order": 79, "type": "table_cell", "bbox": { "l": 672.96, "t": 250.96, "r": 753.12, "b": 231 }, "text": "6.0\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p31.16.13", "order": 80, "type": "table_cell", "bbox": { "l": 432.48, "t": 231, "r": 512.64, "b": 211.04 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p31.16.14", "order": 81, "type": "table_cell", "bbox": { "l": 512.64, "t": 231, "r": 592.8, "b": 211.04 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p31.16.15", "order": 82, "type": "table_cell", "bbox": { "l": 592.8, "t": 231, "r": 672.96, "b": 211.04 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p31.16.16", "order": 83, "type": "table_cell", "bbox": { "l": 672.96, "t": 231, "r": 753.12, "b": 211.04 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p31.16.17", "order": 84, "type": "table_cell", "bbox": { "l": 432.48, "t": 211.04, "r": 753.12, "b": 191.08 }, "text": "Discarded OutFlow Max=0.70 cfs @ 12.56 hrs HW=117.82' (Free Discharge)\\n—3=Exfiltration ( Controls 0.70 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p31.16.18", "order": 85, "type": "table_cell", "bbox": { "l": 432.48, "t": 191.08, "r": 753.12, "b": 171.12 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)\\n—1=Culvert ( Controls 0.00 cfs)\\n—2=Orifice ( Controls 0.00 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 15 } ] }, { "document_id": 11891, "page": 32, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 13, "counts_by_type": { "caption": 1, "figure": 3, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p32.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 522, "r": 360, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 21", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p32.2", "order": 2, "type": "header", "bbox": { "l": 432, "t": 522.24, "r": 756.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 22", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p32.3", "order": 3, "type": "heading", "bbox": { "l": 75.6, "t": 489.84, "r": 329.52, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p32.4", "order": 4, "type": "text", "bbox": { "l": 37.2, "t": 472.56, "r": 242.4, "b": 446.88 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx® SD)\nInside = 23.7\" W × 36.0\" H => 5.75 sf × 3.95' L = 22.7 cf\nOutside = 23.7\" W × 36.0\" H => 5.93 sf × 3.95' L = 23.4 cf", "reading_order": 3 }, { "id": "p32.5", "order": 5, "type": "text", "bbox": { "l": 37.2, "t": 440.16, "r": 205.2, "b": 390 }, "text": "24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8.728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8.998.6 cf Displacement", "reading_order": 4 }, { "id": "p32.6", "order": 6, "type": "text", "bbox": { "l": 37.44, "t": 383.28, "r": 174.24, "b": 332.16 }, "text": "Chamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "reading_order": 5 }, { "id": "p32.7", "order": 7, "type": "figure", "bbox": { "l": 16.08, "t": 318.48, "r": 235.68, "b": 89.04 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 6 }, { "id": "p32.8", "order": 8, "type": "caption", "bbox": { "l": 517.92, "t": 490.08, "r": 673.92, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p32.9", "order": 9, "type": "figure", "bbox": { "l": 431.28, "t": 480.48, "r": 755.28, "b": 90.72 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 8 }, { "id": "p32.10", "order": 10, "type": "figure", "bbox": { "l": 437.76, "t": 475.92, "r": 717.36, "b": 311.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 9 }, { "id": "p32.11", "order": 11, "type": "footer", "bbox": { "l": 162.72, "t": 99.12, "r": 233.52, "b": 89.04 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 10 }, { "id": "p32.12", "order": 12, "type": "footnote", "bbox": { "l": 714.72, "t": 463.2, "r": 746.4, "b": 439.44 }, "text": "Inflow Outflow Discarded Primary", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p32.13", "order": 13, "type": "footnote", "bbox": { "l": 455.04, "t": 320.88, "r": 684.24, "b": 308.64 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 33, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 34, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 2, "table_cell": 21 }, "build_ms": 3, "items": [ { "id": "p33.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 521.76, "r": 360.96, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 23", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p33.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.48, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 24", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p33.3", "order": 3, "type": "heading", "bbox": { "l": 107.52, "t": 489.6, "r": 295.44, "b": 479.76 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p33.4", "order": 4, "type": "table", "bbox": { "l": 35.76, "t": 472.56, "r": 342.96, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 13, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.020 ac," }, { "row": 0, "col": 2, "coverage": 0, "text": "8.82% Impervious," }, { "row": 0, "col": 3, "coverage": 0, "text": "Inflow Depth = 0.29\" for 2-Year-Current event" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.19 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 0.024 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.19 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 2, "col": 3, "coverage": 0, "text": "Volume= 0.024 af," } ] } }, "children": [ { "id": "p33.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 35.76, "t": 472.56, "r": 97.2, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p33.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 97.2, "t": 472.56, "r": 158.64, "b": 464.24 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p33.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 158.64, "t": 472.56, "r": 220.08, "b": 464.24 }, "text": "8.82% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p33.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 220.08, "t": 472.56, "r": 281.52, "b": 464.24 }, "text": "Inflow Depth = 0.29\" for 2-Year-Current event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p33.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 281.52, "t": 472.56, "r": 342.96, "b": 464.24 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p33.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 35.76, "t": 464.24, "r": 97.2, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p33.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 97.2, "t": 464.24, "r": 158.64, "b": 455.92 }, "text": "0.19 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p33.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 158.64, "t": 464.24, "r": 220.08, "b": 455.92 }, "text": "12.19 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p33.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 220.08, "t": 464.24, "r": 281.52, "b": 455.92 }, "text": "Volume= 0.024 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p33.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 281.52, "t": 464.24, "r": 342.96, "b": 455.92 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p33.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 35.76, "t": 455.92, "r": 97.2, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p33.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 97.2, "t": 455.92, "r": 158.64, "b": 447.6 }, "text": "0.19 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p33.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 158.64, "t": 455.92, "r": 220.08, "b": 447.6 }, "text": "12.19 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p33.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 220.08, "t": 455.92, "r": 281.52, "b": 447.6 }, "text": "Volume= 0.024 af,", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p33.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 281.52, "t": 455.92, "r": 342.96, "b": 447.6 }, "text": "Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 } ], "reading_order": 3 }, { "id": "p33.5", "order": 20, "type": "caption", "bbox": { "l": 131.76, "t": 426.24, "r": 268.8, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p33.6", "order": 21, "type": "figure", "bbox": { "l": 44.16, "t": 415.92, "r": 353.28, "b": 247.44 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p33.7", "order": 22, "type": "caption", "bbox": { "l": 169.44, "t": 250.08, "r": 201.12, "b": 245.28 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p33.8", "order": 23, "type": "heading", "bbox": { "l": 492.96, "t": 489.6, "r": 702, "b": 479.76 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p33.9", "order": 24, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 738, "b": 448.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p33.9.1", "order": 25, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 585.12, "b": 464.88 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p33.9.2", "order": 26, "type": "table_cell", "bbox": { "l": 585.12, "t": 473.28, "r": 738, "b": 464.88 }, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 0.64\" for 2-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p33.9.3", "order": 27, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.88, "r": 585.12, "b": 456.48 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p33.9.4", "order": 28, "type": "table_cell", "bbox": { "l": 585.12, "t": 464.88, "r": 738, "b": 456.48 }, "text": "0.06 cfs @ 12.19 hrs, Volume= 0.008 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p33.9.5", "order": 29, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.48, "r": 585.12, "b": 448.08 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p33.9.6", "order": 30, "type": "table_cell", "bbox": { "l": 585.12, "t": 456.48, "r": 738, "b": 448.08 }, "text": "0.06 cfs @ 12.19 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p33.10", "order": 31, "type": "caption", "bbox": { "l": 517.44, "t": 426.24, "r": 675.6, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p33.11", "order": 32, "type": "figure", "bbox": { "l": 439.2, "t": 414.48, "r": 747.84, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p33.12", "order": 33, "type": "footnote", "bbox": { "l": 37.2, "t": 442.32, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p33.13", "order": 34, "type": "footnote", "bbox": { "l": 433.2, "t": 442.32, "r": 634.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 34, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 21, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 5 }, "build_ms": 2, "items": [ { "id": "p34.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 521.76, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 25", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p34.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 26", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p34.3", "order": 3, "type": "heading", "bbox": { "l": 71.76, "t": 489.6, "r": 334.8, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p34.4", "order": 4, "type": "text", "bbox": { "l": 35.04, "t": 472.32, "r": 342, "b": 444.96 }, "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 3.09\" for 2-Year-Current event\nInflow = 1.30 cfs @ 12.19 hrs, Volume = 0.162 af\nPrimary = 1.30 cfs @ 12.19 hrs, Volume = 0.162 af, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p34.5", "order": 5, "type": "text", "bbox": { "l": 45.84, "t": 449.04, "r": 195.36, "b": 440.64 }, "text": "Routed to Link 16L : Study Area Basin A (Total)", "reading_order": 4 }, { "id": "p34.6", "order": 6, "type": "text", "bbox": { "l": 37.2, "t": 434.88, "r": 239.04, "b": 425.28 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 5 }, { "id": "p34.7", "order": 7, "type": "text", "bbox": { "l": 37.44, "t": 419.52, "r": 157.92, "b": 410.88 }, "text": "Fixed water surface Elevation= 117.75'", "reading_order": 6 }, { "id": "p34.8", "order": 8, "type": "caption", "bbox": { "l": 96.96, "t": 403.2, "r": 307.68, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p34.9", "order": 9, "type": "figure", "bbox": { "l": 44.64, "t": 389.28, "r": 353.04, "b": 226.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p34.10", "order": 10, "type": "heading", "bbox": { "l": 506.64, "t": 489.6, "r": 687.12, "b": 480 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p34.11", "order": 11, "type": "table", "bbox": { "l": 432.24, "t": 473.52, "r": 738, "b": 448.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.00\" for 2-Yea…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.00 cfs @ 24.00 hrs, Volume= 0.000 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.00 cfs @ 24.00 hrs, Volume= 0.000 af, Atten= 0%. Laq= 0.0…" } ] } }, "children": [ { "id": "p34.11.1", "order": 12, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.52, "r": 585.12, "b": 465.04 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p34.11.2", "order": 13, "type": "table_cell", "bbox": { "l": 585.12, "t": 473.52, "r": 738, "b": 465.04 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.00\" for 2-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p34.11.3", "order": 14, "type": "table_cell", "bbox": { "l": 432.24, "t": 465.04, "r": 585.12, "b": 456.56 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p34.11.4", "order": 15, "type": "table_cell", "bbox": { "l": 585.12, "t": 465.04, "r": 738, "b": 456.56 }, "text": "0.00 cfs @ 24.00 hrs, Volume= 0.000 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p34.11.5", "order": 16, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.56, "r": 585.12, "b": 448.08 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p34.11.6", "order": 17, "type": "table_cell", "bbox": { "l": 585.12, "t": 456.56, "r": 738, "b": 448.08 }, "text": "0.00 cfs @ 24.00 hrs, Volume= 0.000 af, Atten= 0%. Laq= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 10 }, { "id": "p34.12", "order": 18, "type": "text", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 11 }, { "id": "p34.13", "order": 19, "type": "caption", "bbox": { "l": 531.6, "t": 426.48, "r": 660, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 12 }, { "id": "p34.14", "order": 20, "type": "figure", "bbox": { "l": 439.68, "t": 413.04, "r": 747.84, "b": 245.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 13 }, { "id": "p34.15", "order": 21, "type": "footnote", "bbox": { "l": 58.8, "t": 233.52, "r": 308.4, "b": 222.96 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", 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Proposed NOAA 24-hr D 2-Year-Current Rainfall=3.42\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 28", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p35.3", "order": 3, "type": "heading", "bbox": { "l": 106.56, "t": 489.6, "r": 297.36, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p35.4", "order": 4, "type": "table", "bbox": { "l": 35.04, "t": 472.8, "r": 342.48, "b": 441.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p35.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 35.04, "t": 472.8, "r": 188.76, "b": 465 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p35.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 188.76, "t": 472.8, "r": 342.48, "b": 465 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 3.10\" for 2-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p35.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 35.04, "t": 465, "r": 188.76, "b": 457.2 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p35.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 188.76, "t": 465, "r": 342.48, "b": 457.2 }, "text": "1.53 cfs @ 12.19 hrs, Volume= 0.191 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p35.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 35.04, "t": 457.2, "r": 188.76, "b": 449.4 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p35.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 188.76, "t": 457.2, "r": 342.48, "b": 449.4 }, "text": "1.53 cfs @ 12.19 hrs, Volume= 0.191 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p35.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 35.04, "t": 449.4, "r": 342.48, "b": 441.6 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 3 }, { "id": "p35.5", "order": 12, "type": "text", "bbox": { "l": 37.44, "t": 434.64, "r": 239.04, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p35.6", "order": 13, "type": "caption", "bbox": { "l": 131.04, "t": 418.56, "r": 270.48, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p35.7", "order": 14, "type": "figure", "bbox": { "l": 42.24, "t": 407.52, "r": 354.24, "b": 236.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p35.8", "order": 15, "type": "heading", "bbox": { "l": 484.8, "t": 489.84, "r": 711.36, "b": 479.76 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p35.9", "order": 16, "type": "table", "bbox": { "l": 432.48, "t": 473.28, "r": 738, "b": 447.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p35.9.1", "order": 17, "type": "table_cell", "bbox": { "l": 432.48, "t": 473.28, "r": 585.24, "b": 464.8 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p35.9.2", "order": 18, "type": "table_cell", "bbox": { "l": 585.24, "t": 473.28, "r": 738, "b": 464.8 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 0.80\" for 2-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p35.9.3", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 464.8, "r": 585.24, "b": 456.32 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p35.9.4", "order": 20, "type": "table_cell", "bbox": { "l": 585.24, "t": 464.8, "r": 738, "b": 456.32 }, "text": "0.06 cfs @ 12.19 hrs, Volume= 0.008 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p35.9.5", "order": 21, "type": "table_cell", "bbox": { "l": 432.48, "t": 456.32, "r": 585.24, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p35.9.6", "order": 22, "type": "table_cell", "bbox": { "l": 585.24, "t": 456.32, "r": 738, "b": 447.84 }, "text": "0.06 cfs @ 12.19 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p35.10", "order": 23, "type": "caption", "bbox": { "l": 509.04, "t": 426.24, "r": 684, "b": 416.4 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p35.11", "order": 24, "type": "figure", "bbox": { "l": 439.2, "t": 414.48, "r": 747.84, "b": 245.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p35.12", "order": 25, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 36, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, 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1, "colspan": 3 }, "reading_order": 12 }, { "id": "p36.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 36.48, "t": 329.4189, "r": 117.42, "b": 309.0063 }, "text": "Subcatchment11S: Study Area WQ MTD", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p36.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 117.42, "t": 329.4189, "r": 360.24, "b": 309.0063 }, "text": "Runoff Area=0.020 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=351' Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 14 }, { "id": "p36.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 36.48, "t": 309.0063, "r": 117.42, "b": 288.5937 }, "text": "Subcatchment12S: Study Area Road", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p36.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 117.42, "t": 309.0063, "r": 360.24, "b": 288.5937 }, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=35' Slope=0.0322 /\" Tc=10.0 min CN=98 Runoff=0.08 cfs 0.010 af", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 16 }, { "id": "p36.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 36.48, "t": 288.5937, "r": 117.42, "b": 268.1811 }, "text": "Subcatchment14S: Study Area West", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p36.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 117.42, "t": 288.5937, "r": 360.24, "b": 268.1811 }, "text": "Runoff Area=0.310 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=48' Slope=0.0850 /\" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.001 af", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 18 }, { "id": "p36.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 36.48, "t": 268.1811, "r": 117.42, "b": 247.7684 }, "text": "Subcatchment15S: Study Area Roof (Imp)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p36.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 117.42, "t": 268.1811, "r": 360.24, "b": 247.7684 }, "text": "Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=207' Slope=0.0100 /\" Tc=10.0 min CN=98 Runoff=0.28 cfs 0.035 af", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 20 }, { "id": "p36.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 36.48, "t": 247.7684, "r": 117.42, "b": 227.3558 }, "text": "Subcatchment19S: Study Area Road", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p36.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 117.42, "t": 247.7684, "r": 360.24, "b": 227.3558 }, "text": "Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=58' Slope=0.0300 /\" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af", "attrs": { "row": 12, 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"id": "p36.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 283.55457, "t": 388.568906, "r": 356.289199, "b": 375.165769 }, "text": "Inflow=0.23 cfs 0.032 af Primary=0.23 cfs 0.032 af", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p36.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 39.515301, "t": 365.764923, "r": 168.698766, "b": 359.405121 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p36.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 283.55457, "t": 365.892915, "r": 356.289611, "b": 352.488778 }, "text": "Inflow=0.08 cfs 0.010 af Primary=0.08 cfs 0.010 af", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p36.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 39.515301, "t": 343.088932, "r": 211.476214, "b": 336.72913 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p36.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 283.55457, "t": 343.215924, "r": 356.289611, "b": 329.812787 }, "text": "Inflow=1.54 cfs 0.194 af Primary=1.54 cfs 0.194 af", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 }, { "id": "p36.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 39.515301, "t": 320.411941, "r": 144.353818, "b": 314.052139 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p36.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 283.55457, "t": 320.539933, "r": 356.289611, "b": 307.135796 }, "text": "Inflow=0.00 cfs 0.001 af Primary=0.00 cfs 0.001 af", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p36.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 39.515301, "t": 297.73595, "r": 152.744044, "b": 291.376148 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 33 }, { "id": "p36.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 283.55457, "t": 297.862943, "r": 356.289611, "b": 284.459805 }, "text": "Inflow=1.81 cfs 0.228 af Primary=1.81 cfs 0.228 af", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 1 }, { "id": "p36.3", "order": 38, "type": "text", "bbox": { "l": 432.24, "t": 522.48, "r": 763.2, "b": 450.24 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 30\nLink 18L: Study Area Road Undetained (Total) Inflow=0.08 cfs 0.010 af\nPrimary=0.08 cfs 0.010 af\nTotal Runoff Area = 2.340 ac Runoff Volume = 0.282 af Average Runoff Depth = 1.45\"\n62.82% Pervious = 1.470 ac 37.18% Impervious = 0.870 ac", "reading_order": 2 } ] }, { "document_id": 11891, "page": 37, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 94, "counts_by_type": { "caption": 3, "figure": 3, "footnote": 1, "form_field": 2, "header": 1, "heading": 2, "table": 3, "table_cell": 75, "text": 4 }, "build_ms": 15, "items": [ { "id": "p37.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 522, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 31", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p37.2", "order": 2, "type": "heading", "bbox": { "l": 89.28, "t": 489.6, "r": 316.32, "b": 479.76 }, "text": "Summary for Subcatchment 3S: Ex. 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"row": 0, "col": 2, "coverage": 0, "text": "Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "0.930" }, { "row": 1, "col": 1, "coverage": 0, "text": "39" }, { "row": 1, "col": 2, "coverage": 0, "text": ">75% Grass cover, Good, HSG A" }, { "row": 2, "col": 0, "coverage": 0, "text": "0.930" }, { "row": 2, "col": 1, "coverage": 0, "text": "39" }, { "row": 2, "col": 2, "coverage": 0, "text": "100.00% Pervious Area" }, { "row": 3, "col": 0, "coverage": 0, "text": "Tc (min)" }, { "row": 3, "col": 1, "coverage": 0, "text": "Length (feet)" }, { "row": 3, "col": 2, "coverage": 0, "text": "Slope (ft/ft)" } ] } }, "children": [ { "id": "p37.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 37.44, "t": 426.96, "r": 90.8, "b": 413.28 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p37.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 90.8, "t": 426.96, "r": 144.16, "b": 413.28 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p37.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 144.16, "t": 426.96, "r": 357.6, "b": 413.28 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p37.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 37.44, "t": 413.28, "r": 90.8, "b": 399.6 }, "text": "0.930", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p37.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 90.8, "t": 413.28, "r": 144.16, "b": 399.6 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p37.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 144.16, "t": 413.28, "r": 357.6, "b": 399.6 }, "text": 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"p37.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 90.8, "t": 385.92, "r": 144.16, "b": 372.24 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p37.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 144.16, "t": 385.92, "r": 197.52, "b": 372.24 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p37.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 197.52, "t": 385.92, "r": 250.88, "b": 372.24 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p37.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 250.88, "t": 385.92, "r": 304.24, "b": 372.24 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p37.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 304.24, "t": 385.92, "r": 357.6, "b": 372.24 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p37.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 37.44, "t": 372.24, "r": 90.8, "b": 358.56 }, "text": "8.4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p37.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 90.8, "t": 372.24, "r": 144.16, "b": 358.56 }, "text": "47", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p37.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 144.16, "t": 372.24, "r": 197.52, "b": 358.56 }, "text": "0.0350", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p37.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 197.52, "t": 372.24, "r": 250.88, "b": 358.56 }, "text": "0.09", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p37.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 250.88, "t": 372.24, "r": 304.24, "b": 358.56 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p37.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 304.24, "t": 372.24, "r": 357.6, "b": 358.56 }, "text": "Sheet Flow, A-B\\nWoods: Light underbrush n= 0.400 P2= 4.04\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p37.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 37.44, "t": 358.56, "r": 90.8, "b": 344.88 }, "text": "0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p37.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 90.8, "t": 358.56, "r": 144.16, "b": 344.88 }, "text": "51", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p37.5.24", "order": 29, "type": 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"row": 2, "col": 2, "coverage": 0, "text": "100.00% Pervious Area" }, { "row": 3, "col": 0, "coverage": 0, "text": "Tc (min)" }, { "row": 3, "col": 1, "coverage": 0, "text": "Length (feet)" }, { "row": 3, "col": 2, "coverage": 0, "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)" } ] } }, "children": [ { "id": "p41.12.1", "order": 45, "type": "table_cell", "bbox": { "l": 432.72, "t": 427.44, "r": 539.2, "b": 417.6686 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p41.12.2", "order": 46, "type": "table_cell", "bbox": { "l": 539.2, "t": 427.44, "r": 645.68, "b": 417.6686 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p41.12.3", "order": 47, "type": "table_cell", "bbox": { "l": 645.68, "t": 427.44, "r": 752.16, "b": 417.6686 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p41.12.4", "order": 48, "type": "table_cell", "bbox": { "l": 432.72, "t": 417.6686, "r": 539.2, "b": 407.8971 }, "text": "0.090", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p41.12.5", "order": 49, "type": "table_cell", "bbox": { "l": 539.2, "t": 417.6686, "r": 645.68, "b": 407.8971 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p41.12.6", "order": 50, "type": "table_cell", "bbox": { "l": 645.68, "t": 417.6686, "r": 752.16, "b": 407.8971 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p41.12.7", "order": 51, "type": "table_cell", "bbox": { "l": 432.72, "t": 407.8971, "r": 539.2, "b": 398.1257 }, "text": "0.090", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p41.12.8", "order": 52, "type": "table_cell", "bbox": { "l": 539.2, "t": 407.8971, "r": 645.68, "b": 398.1257 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p41.12.9", "order": 53, "type": "table_cell", "bbox": { "l": 645.68, "t": 407.8971, "r": 752.16, "b": 398.1257 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p41.12.10", "order": 54, "type": "table_cell", "bbox": { "l": 432.72, "t": 398.1257, "r": 539.2, "b": 388.3543 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p41.12.11", "order": 55, "type": "table_cell", "bbox": { "l": 539.2, "t": 398.1257, "r": 645.68, "b": 388.3543 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p41.12.12", "order": 56, "type": "table_cell", "bbox": { "l": 645.68, "t": 398.1257, "r": 752.16, "b": 388.3543 }, "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p41.12.13", "order": 57, "type": "table_cell", "bbox": { "l": 432.72, "t": 388.3543, "r": 539.2, "b": 378.5829 }, "text": "4.8", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p41.12.14", "order": 58, "type": "table_cell", "bbox": { "l": 539.2, "t": 388.3543, "r": 645.68, "b": 378.5829 }, "text": "58", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p41.12.15", "order": 59, "type": "table_cell", "bbox": { "l": 645.68, "t": 388.3543, "r": 752.16, "b": 378.5829 }, "text": "0.0300 0.20", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p41.12.16", "order": 60, "type": "table_cell", "bbox": { "l": 432.72, "t": 378.5829, "r": 752.16, "b": 368.8114 }, "text": "Sheet Flow, A-B", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 15 }, { "id": "p41.12.17", "order": 61, "type": "table_cell", "bbox": { "l": 432.72, "t": 368.8114, "r": 752.16, "b": 359.04 }, "text": "Grass: Short n= 0.150 P2= 4.04\"", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 16 } ], "reading_order": 11 }, { "id": "p41.13", "order": 62, "type": "caption", "bbox": { "l": 491.04, "t": 346.08, "r": 704.16, "b": 336 }, "text": "Subcatchment 19S: Study Area Road Undetained (Perv)", "attrs": { "block_label": "figure_title" }, "reading_order": 12 }, { "id": "p41.14", "order": 63, "type": "caption", "bbox": { "l": 561.84, "t": 332.4, "r": 594.72, "b": 325.92 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 13 }, { "id": "p41.15", "order": 64, "type": "figure", "bbox": { "l": 440.88, "t": 329.52, "r": 721.2, "b": 163.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 14 }, { "id": "p41.16", "order": 65, "type": "footnote", "bbox": { "l": 48.96, "t": 354, "r": 227.76, "b": 345.36 }, "text": "0.8 207 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 15 }, { "id": "p41.17", "order": 66, "type": "footnote", "bbox": { "l": 445.2, "t": 361.2, "r": 623.76, "b": 353.04 }, "text": "4.8 58 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 16 } ] }, { "document_id": 11891, "page": 42, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 38, "text": 3 }, "build_ms": 8, "items": [ { "id": "p42.1", "order": 1, "type": "header", "bbox": { "l": 37.68, "t": 522, "r": 360.24, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 41", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p42.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.24, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 42", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p42.3", "order": 3, "type": "heading", "bbox": { "l": 98.88, "t": 489.84, "r": 305.04, "b": 479.76 }, "text": "Summary for Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p42.4", "order": 4, "type": "table", "bbox": { "l": 37.68, "t": 479.28, "r": 354.72, "b": 393.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 1, "integrity": { "cells_checked": 8, "cells_flagged": 8, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 3…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow = 1.81 cfs @ 12.19 hrs, Volume= 0.228 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow = 0.70 cfs @ 12.63 hrs, Volume= 0.228 af, Atten= 62…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Discarded = 0.70 cfs @ 12.63 hrs, Volume= 0.228 af" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af" }, { "row": 5, "col": 0, "coverage": 0.25, "text": "Routed to Link 14L : Study Area West (Total)" }, { "row": 6, "col": 0, "coverage": 0, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= …" }, { "row": 7, "col": 0, "coverage": 0.18, "text": "Peak Elev= 117.98' @ 12.63 hrs Surf.Area= 3,001 sf Storage=…" } ] } }, "children": [ { "id": "p42.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 37.68, "t": 479.28, "r": 354.72, "b": 468.57 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 3.70\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p42.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 37.68, "t": 468.57, "r": 354.72, "b": 457.86 }, "text": "Inflow = 1.81 cfs @ 12.19 hrs, Volume= 0.228 af", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p42.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 37.68, "t": 457.86, "r": 354.72, "b": 447.15 }, "text": "Outflow = 0.70 cfs @ 12.63 hrs, Volume= 0.228 af, Atten= 62%, Lag= 26.5 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p42.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 37.68, "t": 447.15, "r": 354.72, "b": 436.44 }, "text": "Discarded = 0.70 cfs @ 12.63 hrs, Volume= 0.228 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p42.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 37.68, "t": 436.44, "r": 354.72, "b": 425.73 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p42.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 37.68, "t": 425.73, "r": 354.72, "b": 415.02 }, "text": "Routed to Link 14L : Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p42.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 37.68, "t": 415.02, "r": 354.72, "b": 404.31 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p42.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 37.68, "t": 404.31, "r": 354.72, "b": 393.6 }, "text": "Peak Elev= 117.98' @ 12.63 hrs Surf.Area= 3,001 sf Storage= 1,394 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 } ], "reading_order": 3 }, { "id": "p42.5", "order": 13, "type": "text", "bbox": { "l": 37.44, "t": 397.2, "r": 265.44, "b": 379.92 }, "text": "Plug-Flow detention time= 10.0 min calculated for 0.228 af (100% of inflow) Center-of-Mass det. time= 10.0 min (773.3 - 763.3)", "reading_order": 4 }, { "id": "p42.6", "order": 14, "type": "table", "bbox": { "l": 37.2, "t": 374.4, "r": 358.32, "b": 318.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p42.6.1", "order": 15, "type": "table_cell", "bbox": { "l": 37.2, "t": 374.4, "r": 117.48, "b": 355.92 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p42.6.2", "order": 16, "type": "table_cell", "bbox": { "l": 117.48, "t": 374.4, "r": 197.76, "b": 355.92 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p42.6.3", "order": 17, "type": "table_cell", "bbox": { "l": 197.76, "t": 374.4, "r": 278.04, "b": 355.92 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p42.6.4", "order": 18, "type": "table_cell", "bbox": { "l": 278.04, "t": 374.4, "r": 358.32, "b": 355.92 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p42.6.5", "order": 19, "type": "table_cell", "bbox": { "l": 37.2, "t": 355.92, "r": 117.48, "b": 337.44 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p42.6.6", "order": 20, "type": "table_cell", "bbox": { "l": 117.48, "t": 355.92, "r": 197.76, "b": 337.44 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p42.6.7", "order": 21, "type": "table_cell", "bbox": { "l": 197.76, "t": 355.92, "r": 278.04, "b": 337.44 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p42.6.8", "order": 22, "type": "table_cell", "bbox": { "l": 278.04, "t": 355.92, "r": 358.32, "b": 337.44 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p42.6.9", "order": 23, "type": "table_cell", "bbox": { "l": 37.2, "t": 337.44, "r": 117.48, "b": 318.96 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p42.6.10", "order": 24, "type": "table_cell", "bbox": { "l": 117.48, "t": 337.44, "r": 197.76, "b": 318.96 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p42.6.11", "order": 25, "type": "table_cell", "bbox": { "l": 197.76, "t": 337.44, "r": 278.04, "b": 318.96 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p42.6.12", "order": 26, "type": "table_cell", "bbox": { "l": 278.04, "t": 337.44, "r": 358.32, "b": 318.96 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 5 }, { "id": "p42.7", "order": 27, "type": "caption", "bbox": { "l": 127.2, "t": 318.24, "r": 232.32, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p42.8", "order": 28, "type": "text", "bbox": { "l": 47.52, "t": 304.08, "r": 192.72, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 7 }, { "id": "p42.9", "order": 29, "type": "table", "bbox": { "l": 36.72, "t": 291.36, "r": 359.04, "b": 172.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p42.9.1", "order": 30, "type": "table_cell", "bbox": { "l": 36.72, "t": 291.36, "r": 117.3, "b": 271.56 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p42.9.2", "order": 31, "type": "table_cell", "bbox": { "l": 117.3, "t": 291.36, "r": 197.88, "b": 271.56 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p42.9.3", "order": 32, "type": "table_cell", "bbox": { "l": 197.88, "t": 291.36, "r": 278.46, "b": 271.56 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p42.9.4", "order": 33, "type": "table_cell", "bbox": { "l": 278.46, "t": 291.36, "r": 359.04, "b": 271.56 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p42.9.5", "order": 34, "type": "table_cell", "bbox": { "l": 36.72, "t": 271.56, "r": 117.3, "b": 251.76 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p42.9.6", "order": 35, "type": "table_cell", "bbox": { "l": 117.3, "t": 271.56, "r": 197.88, "b": 251.76 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p42.9.7", "order": 36, "type": "table_cell", "bbox": { "l": 197.88, "t": 271.56, "r": 278.46, "b": 251.76 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p42.9.8", "order": 37, "type": "table_cell", "bbox": { "l": 278.46, "t": 271.56, "r": 359.04, "b": 251.76 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50'/ 117.40' S= 0.0045'/' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p42.9.9", "order": 38, "type": "table_cell", "bbox": { "l": 36.72, "t": 251.76, "r": 117.3, "b": 231.96 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p42.9.10", "order": 39, "type": "table_cell", "bbox": { "l": 117.3, "t": 251.76, "r": 197.88, "b": 231.96 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p42.9.11", "order": 40, "type": "table_cell", "bbox": { "l": 197.88, "t": 251.76, "r": 278.46, "b": 231.96 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p42.9.12", "order": 41, "type": "table_cell", "bbox": { "l": 278.46, "t": 251.76, "r": 359.04, "b": 231.96 }, "text": "6.0\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p42.9.13", "order": 42, "type": "table_cell", "bbox": { "l": 36.72, "t": 231.96, "r": 117.3, "b": 212.16 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p42.9.14", "order": 43, "type": "table_cell", "bbox": { "l": 117.3, "t": 231.96, "r": 197.88, "b": 212.16 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p42.9.15", "order": 44, "type": "table_cell", "bbox": { "l": 197.88, "t": 231.96, "r": 278.46, "b": 212.16 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p42.9.16", "order": 45, "type": "table_cell", "bbox": { "l": 278.46, "t": 231.96, "r": 359.04, "b": 212.16 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p42.9.17", "order": 46, "type": "table_cell", "bbox": { "l": 36.72, "t": 212.16, "r": 359.04, "b": 192.36 }, "text": "Discarded OutFlow Max=0.70 cfs @ 12.63 hrs HW=117.98' (Free Discharge)\\n—3=Exfiltration ( Controls 0.70 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p42.9.18", "order": 47, "type": "table_cell", "bbox": { "l": 36.72, "t": 192.36, "r": 359.04, "b": 172.56 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)\\n—1=Culvert ( Controls 0.00 cfs)\\n—2=Orifice ( Controls 0.00 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 8 }, { "id": "p42.10", "order": 48, "type": "heading", "bbox": { "l": 470.64, "t": 489.6, "r": 725.28, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p42.11", "order": 49, "type": "text", "bbox": { "l": 431.52, "t": 474.24, "r": 612, "b": 331.68 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx SD)\nInside = 23.7\" W × 36.0\" H => 5.75 sf × 3.95' L = 22.7 cf\nOutside = 23.7\" W × 36.0\" H => 5.93 sf × 3.95' L = 23.4 cf\n\n24 Chambers/Row × 3.95' Long = 94.88' Row Length\n16 Rows × 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n\n384 Chambers × 22.7 cf = 8,728.7 cf Chamber Storage\n384 Chambers × 23.4 cf = 8,998.6 cf Displacement\n\nChamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' × 31.63' × 3.00'\n\n384 Chambers\n333.3 cy Field", "attrs": { "block_label": "algorithm" }, "reading_order": 10 }, { "id": "p42.12", "order": 50, "type": "figure", "bbox": { "l": 558, "t": 326.4, "r": 628.8, "b": 117.6 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 11 }, { "id": "p42.13", "order": 51, "type": "footer", "bbox": { "l": 557.76, "t": 98.88, "r": 625.92, "b": 89.28 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 43, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 27, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 18 }, "build_ms": 2, "items": [ { "id": "p43.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 43", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p43.2", "order": 2, "type": "header", "bbox": { "l": 432.96, "t": 522, "r": 756.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 44", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p43.3", "order": 3, "type": "caption", "bbox": { "l": 122.4, "t": 490.08, "r": 278.4, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p43.4", "order": 4, "type": "figure", "bbox": { "l": 43.92, "t": 478.08, "r": 351.36, "b": 308.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 3 }, { "id": "p43.5", "order": 5, "type": "heading", "bbox": { "l": 503.28, "t": 489.84, "r": 690.96, "b": 479.76 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 4 }, { "id": "p43.6", "order": 6, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 743.04, "b": 447.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 14, "cells_flagged": 14, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.020 ac," }, { "row": 0, "col": 2, "coverage": 0, "text": "8.82% Impervious," }, { "row": 0, "col": 3, "coverage": 0, "text": "Inflow Depth = 0.38\" for 2-Year-Projected event" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.23 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 0.032 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.23 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 2, "col": 3, "coverage": 0, "text": "Volume= 0.032 af," } ] } }, "children": [ { "id": "p43.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 484.04, "b": 464.8 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p43.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 484.04, "t": 473.28, "r": 535.84, "b": 464.8 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p43.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 535.84, "t": 473.28, "r": 587.64, "b": 464.8 }, "text": "8.82% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p43.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 587.64, "t": 473.28, "r": 639.44, "b": 464.8 }, "text": "Inflow Depth = 0.38\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p43.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 639.44, "t": 473.28, "r": 691.24, "b": 464.8 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p43.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 691.24, "t": 473.28, "r": 743.04, "b": 464.8 }, "text": "", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p43.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.8, "r": 484.04, "b": 456.32 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p43.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 484.04, "t": 464.8, "r": 535.84, "b": 456.32 }, "text": "0.23 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p43.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 535.84, "t": 464.8, "r": 587.64, "b": 456.32 }, "text": "12.19 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p43.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 587.64, "t": 464.8, "r": 639.44, "b": 456.32 }, "text": "Volume= 0.032 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p43.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 639.44, "t": 464.8, "r": 691.24, "b": 456.32 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p43.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 691.24, "t": 464.8, "r": 743.04, "b": 456.32 }, "text": "", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p43.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.32, "r": 484.04, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p43.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 484.04, "t": 456.32, "r": 535.84, "b": 447.84 }, "text": "0.23 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p43.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 535.84, "t": 456.32, "r": 587.64, "b": 447.84 }, "text": "12.19 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p43.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 587.64, "t": 456.32, "r": 639.44, "b": 447.84 }, "text": "Volume= 0.032 af,", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p43.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 639.44, "t": 456.32, "r": 691.24, "b": 447.84 }, "text": "Atten= 0%,", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p43.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 691.24, "t": 456.32, "r": 743.04, "b": 447.84 }, "text": "Lag= 0.0 min", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 5 }, { "id": "p43.7", "order": 25, "type": "caption", "bbox": { "l": 527.76, "t": 426.48, "r": 663.84, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p43.8", "order": 26, "type": "figure", "bbox": { "l": 438.72, "t": 414.24, "r": 747.36, "b": 246 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 7 }, { "id": "p43.9", "order": 27, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.32, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 11891, "page": 44, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 28, "counts_by_type": { "caption": 3, "figure": 2, "header": 2, "heading": 2, "table": 2, "table_cell": 13, "text": 4 }, "build_ms": 2, "items": [ { "id": "p44.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 521.52, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 45", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p44.2", "order": 2, "type": "header", "bbox": { "l": 433.68, "t": 522, "r": 756.24, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 46", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p44.3", "order": 3, "type": "heading", "bbox": { "l": 97.2, "t": 489.6, "r": 307.2, "b": 479.52 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p44.4", "order": 4, "type": "table", "bbox": { "l": 35.76, "t": 472.8, "r": 349.92, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 0.80\" for 2-Yea…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0…" } ] } }, "children": [ { "id": "p44.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 35.76, "t": 472.8, "r": 192.84, "b": 464.4 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p44.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 192.84, "t": 472.8, "r": 349.92, "b": 464.4 }, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 0.80\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p44.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 35.76, "t": 464.4, "r": 192.84, "b": 456 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p44.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 192.84, "t": 464.4, "r": 349.92, "b": 456 }, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p44.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 35.76, "t": 456, "r": 192.84, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p44.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 192.84, "t": 456, "r": 349.92, "b": 447.6 }, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p44.5", "order": 11, "type": "text", "bbox": { "l": 37.2, "t": 442.56, "r": 238.8, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p44.6", "order": 12, "type": "caption", "bbox": { "l": 121.2, "t": 426.24, "r": 279.6, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p44.7", "order": 13, "type": "figure", "bbox": { "l": 43.92, "t": 413.76, "r": 353.04, "b": 245.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p44.8", "order": 14, "type": "heading", "bbox": { "l": 467.76, "t": 489.84, "r": 729.84, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p44.9", "order": 15, "type": "table", "bbox": { "l": 432, "t": 473.52, "r": 744.24, "b": 445.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p44.9.1", "order": 16, "type": "table_cell", "bbox": { "l": 432, "t": 473.52, "r": 588.12, "b": 466.44 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p44.9.2", "order": 17, "type": "table_cell", "bbox": { "l": 588.12, "t": 473.52, "r": 744.24, "b": 466.44 }, "text": "0.630 ac, 96.83% Impervious, Inflow Depth = 3.69\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p44.9.3", "order": 18, "type": "table_cell", "bbox": { "l": 432, "t": 466.44, "r": 588.12, "b": 459.36 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p44.9.4", "order": 19, "type": "table_cell", "bbox": { "l": 588.12, "t": 466.44, "r": 744.24, "b": 459.36 }, "text": "1.54 cfs @ 12.19 hrs, Volume= 0.194 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p44.9.5", "order": 20, "type": "table_cell", "bbox": { "l": 432, "t": 459.36, "r": 588.12, "b": 452.28 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p44.9.6", "order": 21, "type": "table_cell", "bbox": { "l": 588.12, "t": 459.36, "r": 744.24, "b": 452.28 }, "text": "1.54 cfs @ 12.19 hrs, Volume= 0.194 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p44.9.7", "order": 22, "type": "table_cell", "bbox": { "l": 432, "t": 452.28, "r": 744.24, "b": 445.2 }, "text": "Routed to Link 161 : Study Area Basin A (Total)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 8 }, { "id": "p44.10", "order": 23, "type": "text", "bbox": { "l": 441.12, "t": 449.04, "r": 590.88, "b": 440.64 }, "text": "Routed to Link 16L : Study Area Basin A (Total)", "reading_order": 9 }, { "id": "p44.11", "order": 24, "type": "text", "bbox": { "l": 432.96, "t": 434.64, "r": 635.04, "b": 425.28 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 10 }, { "id": "p44.12", "order": 25, "type": "text", "bbox": { "l": 433.68, "t": 419.52, "r": 553.68, "b": 411.12 }, "text": "Fixed water surface Elevation= 117.75'", "reading_order": 11 }, { "id": "p44.13", "order": 26, "type": "caption", "bbox": { "l": 492.96, "t": 403.2, "r": 703.2, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 12 }, { "id": "p44.14", "order": 27, "type": "figure", "bbox": { "l": 438.24, "t": 388.56, "r": 748.08, "b": 223.68 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 13 }, { "id": "p44.15", "order": 28, "type": "caption", "bbox": { "l": 563.76, "t": 227.76, "r": 594.48, "b": 222.24 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 14 } ] }, { "document_id": 11891, "page": 45, "width": 792, "height": 612, "rotation": 270, 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Solutions LLC Page 48", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p45.3", "order": 3, "type": "heading", "bbox": { "l": 111.84, "t": 489.6, "r": 292.08, "b": 479.76 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p45.4", "order": 4, "type": "table", "bbox": { "l": 36, "t": 472.8, "r": 349.44, "b": 447.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.01\" for 2-Yea…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.00 cfs @ 17.02 hrs, Volume= 0.001 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.00 cfs @ 17.02 hrs, Volume= 0.001 af, Atten= 0%, Lag= 0.0…" } ] } }, "children": [ { "id": "p45.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36, "t": 472.8, "r": 192.72, "b": 464.32 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p45.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 192.72, "t": 472.8, "r": 349.44, "b": 464.32 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.01\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p45.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 36, "t": 464.32, "r": 192.72, "b": 455.84 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p45.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 192.72, "t": 464.32, "r": 349.44, "b": 455.84 }, "text": "0.00 cfs @ 17.02 hrs, Volume= 0.001 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p45.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 36, "t": 455.84, "r": 192.72, "b": 447.36 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p45.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 192.72, "t": 455.84, "r": 349.44, "b": 447.36 }, "text": "0.00 cfs @ 17.02 hrs, Volume= 0.001 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p45.5", "order": 11, "type": "caption", "bbox": { "l": 136.08, "t": 426.24, "r": 264.48, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p45.6", "order": 12, "type": "figure", "bbox": { "l": 44.16, "t": 417.6, "r": 353.76, "b": 245.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p45.7", "order": 13, "type": "heading", "bbox": { "l": 501.84, "t": 489.6, "r": 692.88, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p45.8", "order": 14, "type": "table", "bbox": { "l": 432.72, "t": 473.52, "r": 743.76, "b": 442.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p45.8.1", "order": 15, "type": "table_cell", "bbox": { "l": 432.72, "t": 473.52, "r": 588.24, "b": 465.78 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p45.8.2", "order": 16, "type": "table_cell", "bbox": { "l": 588.24, "t": 473.52, "r": 743.76, "b": 465.78 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 3.70\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p45.8.3", "order": 17, "type": "table_cell", "bbox": { "l": 432.72, "t": 465.78, "r": 588.24, "b": 458.04 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p45.8.4", "order": 18, "type": "table_cell", "bbox": { "l": 588.24, "t": 465.78, "r": 743.76, "b": 458.04 }, "text": "1.81 cfs @ 12.19 hrs, Volume= 0.228 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p45.8.5", "order": 19, "type": "table_cell", "bbox": { "l": 432.72, "t": 458.04, "r": 588.24, "b": 450.3 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p45.8.6", "order": 20, "type": "table_cell", "bbox": { "l": 588.24, "t": 458.04, "r": 743.76, "b": 450.3 }, "text": "1.81 cfs @ 12.19 hrs, Volume= 0.228 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p45.8.7", "order": 21, "type": "table_cell", "bbox": { "l": 432.72, "t": 450.3, "r": 743.76, "b": 442.56 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p45.9", "order": 22, "type": "caption", "bbox": { "l": 526.08, "t": 418.56, "r": 665.76, "b": 408.48 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p45.10", "order": 23, "type": "caption", "bbox": { "l": 560.16, "t": 405.6, "r": 593.04, "b": 398.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p45.11", "order": 24, "type": "figure", "bbox": { "l": 438.24, "t": 401.76, "r": 747.6, "b": 237.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p45.12", "order": 25, "type": "footnote", "bbox": { "l": 37.2, "t": 442.32, "r": 238.56, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p45.13", "order": 26, "type": "footnote", "bbox": { "l": 433.68, "t": 434.64, "r": 634.56, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 46, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 50, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 1, "header": 2, "heading": 1, "table": 2, "table_cell": 41, "text": 1 }, "build_ms": 13, "items": [ { "id": "p46.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 522, "r": 360.96, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 49", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p46.2", "order": 2, "type": "header", "bbox": { "l": 432.48, "t": 522, "r": 756.24, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 50", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p46.3", "order": 3, "type": "heading", "bbox": { "l": 89.28, "t": 489.84, "r": 315.84, "b": 479.52 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p46.4", "order": 4, "type": "table", "bbox": { "l": 36.24, "t": 472.8, "r": 349.44, "b": 447.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 0.99\" for 2-Yea…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0…" } ] } }, "children": [ { "id": "p46.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36.24, "t": 472.8, "r": 192.84, "b": 464.32 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p46.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 192.84, "t": 472.8, "r": 349.44, "b": 464.32 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 0.99\" for 2-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p46.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 36.24, "t": 464.32, "r": 192.84, "b": 455.84 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p46.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 192.84, "t": 464.32, "r": 349.44, "b": 455.84 }, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p46.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 36.24, "t": 455.84, "r": 192.84, "b": 447.36 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p46.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 192.84, "t": 455.84, "r": 349.44, "b": 447.36 }, "text": "0.08 cfs @ 12.19 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p46.5", "order": 11, "type": "caption", "bbox": { "l": 113.04, "t": 426.48, "r": 288.72, "b": 416.4 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p46.6", "order": 12, "type": "figure", "bbox": { "l": 43.92, "t": 413.76, "r": 351.12, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p46.7", "order": 13, "type": "table", "bbox": { "l": 431.76, "t": 489.36, "r": 754.32, "b": 112.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 19, "n_cols": 3, "integrity": { "cells_checked": 35, "cells_flagged": 22, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points" }, { "row": 1, "col": 0, "coverage": 0.14, "text": "Runoff by 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"id": "p46.7.27", "order": 40, "type": "table_cell", "bbox": { "l": 679.055412, "t": 388.568906, "r": 751.78904, "b": 375.165769 }, "text": "Inflow=0.30 cfs 0.061 af Primary=0.30 cfs 0.061 af", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 26 }, { "id": "p46.7.28", "order": 41, "type": "table_cell", "bbox": { "l": 435.015143, "t": 365.764923, "r": 564.198675, "b": 359.405121 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 27 }, { "id": "p46.7.29", "order": 42, "type": "table_cell", "bbox": { "l": 679.055412, "t": 365.892915, "r": 751.789984, "b": 352.488778 }, "text": "Inflow=0.10 cfs 0.016 af Primary=0.10 cfs 0.016 af", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 28 }, { "id": "p46.7.30", "order": 43, "type": "table_cell", "bbox": { "l": 435.015143, "t": 343.088932, "r": 606.976128, "b": 336.72913 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 29 }, { "id": "p46.7.31", "order": 44, "type": "table_cell", "bbox": { "l": 679.055412, "t": 343.215924, "r": 751.789984, "b": 329.812787 }, "text": "Inflow=2.05 cfs 0.262 af Primary=2.05 cfs 0.262 af", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 30 }, { "id": "p46.7.32", "order": 45, "type": "table_cell", "bbox": { "l": 435.015143, "t": 320.411941, "r": 539.853686, "b": 314.052139 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 31 }, { "id": "p46.7.33", "order": 46, "type": "table_cell", "bbox": { "l": 679.055412, "t": 320.539933, "r": 751.789984, "b": 307.135796 }, "text": "Inflow=0.02 cfs 0.007 af Primary=0.02 cfs 0.007 af", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p46.7.34", "order": 47, "type": "table_cell", "bbox": { "l": 435.015143, "t": 297.73595, "r": 548.243971, "b": 291.376148 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 33 }, { "id": "p46.7.35", "order": 48, "type": "table_cell", "bbox": { "l": 684.270715, "t": 297.863443, "r": 751.789984, "b": 292.018602 }, "text": "Inflow=2.42 cfs 0.309 af", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 6 }, { "id": "p46.8", "order": 49, "type": "text", "bbox": { "l": 432.72, "t": 120.24, "r": 754.08, "b": 104.64 }, "text": "Link 16L: Study Area Basin A (Total) Inflow=2.42 cfs 0.309 af Primary=2.42 cfs 0.309 af", "reading_order": 7 }, { "id": "p46.9", "order": 50, "type": "footnote", "bbox": { "l": 37.2, "t": 442.56, "r": 238.8, 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1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p52.9.5", "order": 38, "type": "table_cell", "bbox": { "l": 433.2, "t": 513.68, "r": 513.84, "b": 505.12 }, "text": "Prepared by Dynamic Engineering", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p52.9.6", "order": 39, "type": "table_cell", "bbox": { "l": 513.84, "t": 513.68, "r": 594.48, "b": 505.12 }, "text": "Printed", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p52.9.7", "order": 40, "type": "table_cell", "bbox": { "l": 594.48, "t": 513.68, "r": 675.12, "b": 505.12 }, "text": "2/10/2026", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p52.9.8", "order": 41, "type": "table_cell", "bbox": { "l": 675.12, "t": 513.68, "r": 755.76, "b": 505.12 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p52.9.9", "order": 42, "type": "table_cell", "bbox": { "l": 433.2, "t": 505.12, "r": 513.84, "b": 496.56 }, "text": "HydroCAD ○ledR 10.20-8a s/n 08640", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p52.9.9.1", "order": 43, "type": "form_field", "bbox": { "l": 455.19, "t": 505.12, "r": 463.75, "b": 496.56 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 08640", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p52.9.9", "text_offset": 9, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 8 }, { "id": "p52.9.10", "order": 44, "type": "table_cell", "bbox": { "l": 513.84, "t": 505.12, "r": 594.48, "b": 496.56 }, "text": "© 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p52.9.11", "order": 45, "type": "table_cell", "bbox": { "l": 594.48, "t": 505.12, "r": 675.12, "b": 496.56 }, "text": "", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p52.9.12", "order": 46, "type": "table_cell", "bbox": { "l": 675.12, "t": 505.12, "r": 755.76, "b": 496.56 }, "text": "Page 62", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 8 }, { "id": "p52.10", "order": 47, "type": "heading", "bbox": { "l": 494.16, "t": 490.08, "r": 700.32, "b": 479.76 }, "text": "Summary for Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p52.11", "order": 48, "type": "table", "bbox": { "l": 433.68, "t": 473.52, "r": 739.68, "b": 413.82873 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 2, "integrity": { "cells_checked": 11, "cells_flagged": 9, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 5.01\" for 10-Ye…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "2.42 cfs @ 12.19 hrs, Volume= 0.309 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.70 cfs @ 12.76 hrs, Volume= 0.309 af, Atten= 71%, Lag= 34…" }, { "row": 3, "col": 1, "coverage": 0, "text": "0.70 cfs @ 12.76 hrs, Volume= 0.309 af" }, { "row": 4, "col": 1, "coverage": 0, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af" }, { "row": 5, "col": 0, "coverage": 0.13, "text": "Routed to Link 14L: Study Area West (Total)" } ] } }, "children": [ { "id": "p52.11.1", "order": 49, "type": "table_cell", "bbox": { "l": 433.68, "t": 473.52, "r": 586.68, "b": 465.68 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p52.11.2", "order": 50, "type": "table_cell", "bbox": { "l": 586.68, "t": 473.52, "r": 739.68, "b": 465.68 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 5.01\" for 10-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p52.11.3", "order": 51, "type": "table_cell", "bbox": { "l": 433.68, "t": 465.68, "r": 586.68, "b": 457.84 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p52.11.4", "order": 52, "type": "table_cell", "bbox": { "l": 586.68, "t": 465.68, "r": 739.68, "b": 457.84 }, "text": "2.42 cfs @ 12.19 hrs, Volume= 0.309 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p52.11.5", "order": 53, "type": "table_cell", "bbox": { "l": 433.68, "t": 457.84, "r": 586.68, "b": 450 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p52.11.6", "order": 54, "type": "table_cell", "bbox": { "l": 586.68, "t": 457.84, "r": 739.68, "b": 450 }, "text": "0.70 cfs @ 12.76 hrs, Volume= 0.309 af, Atten= 71%, Lag= 34.5 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p52.11.7", "order": 55, "type": "table_cell", "bbox": { "l": 462.980998, "t": 420.181767, "r": 493.376467, "b": 413.82873 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p52.11.8", "order": 56, "type": "table_cell", "bbox": { "l": 586.68, "t": 450, "r": 739.68, "b": 442.16 }, "text": "0.70 cfs @ 12.76 hrs, Volume= 0.309 af", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p52.11.9", "order": 57, "type": "table_cell", "bbox": { "l": 462.980899, "t": 457.976121, "r": 486.238396, "b": 451.623084 }, "text": "Primary =", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p52.11.10", "order": 58, "type": "table_cell", "bbox": { "l": 586.68, "t": 442.16, "r": 739.68, "b": 434.32 }, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p52.11.11", "order": 59, "type": "table_cell", "bbox": { "l": 433.68, "t": 434.32, "r": 739.68, "b": 426.48 }, "text": "Routed to Link 14L: Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 10 } ], "reading_order": 10 }, { "id": "p52.12", "order": 60, "type": "text", "bbox": { "l": 433.2, "t": 419.76, "r": 656.88, "b": 402.48 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs\nPeak Elev= 118.37' @ 12.76 hrs Surf.Area= 3,001 sf Storage= 2,530 cf", "reading_order": 11 }, { "id": "p52.13", "order": 61, "type": "text", "bbox": { "l": 432.96, "t": 397.2, "r": 661.2, "b": 380.16 }, "text": "Plug-Flow detention time= 18.8 min calculated for 0.309 af (100% of inflow) Center-of-Mass det. time= 18.8 min (777.0 - 758.2)", "reading_order": 12 }, { "id": "p52.14", "order": 62, "type": "table", "bbox": { "l": 432.24, "t": 374.16, "r": 751.92, "b": 319.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p52.14.1", "order": 63, "type": "table_cell", "bbox": { "l": 432.24, "t": 374.16, "r": 512.16, "b": 355.84 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p52.14.2", "order": 64, "type": "table_cell", "bbox": { "l": 512.16, "t": 374.16, "r": 592.08, "b": 355.84 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p52.14.3", "order": 65, "type": "table_cell", "bbox": { "l": 592.08, "t": 374.16, "r": 672, "b": 355.84 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p52.14.4", "order": 66, "type": "table_cell", "bbox": { "l": 672, "t": 374.16, "r": 751.92, "b": 355.84 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p52.14.5", "order": 67, "type": "table_cell", "bbox": { "l": 432.24, "t": 355.84, "r": 512.16, "b": 337.52 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p52.14.6", "order": 68, "type": "table_cell", "bbox": { "l": 512.16, "t": 355.84, "r": 592.08, "b": 337.52 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p52.14.7", "order": 69, "type": "table_cell", "bbox": { "l": 592.08, "t": 355.84, "r": 672, "b": 337.52 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p52.14.8", "order": 70, "type": "table_cell", "bbox": { "l": 672, "t": 355.84, "r": 751.92, "b": 337.52 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p52.14.9", "order": 71, "type": "table_cell", "bbox": { "l": 432.24, "t": 337.52, "r": 512.16, "b": 319.2 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p52.14.10", "order": 72, "type": "table_cell", "bbox": { "l": 512.16, "t": 337.52, "r": 592.08, "b": 319.2 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p52.14.11", "order": 73, "type": "table_cell", "bbox": { "l": 592.08, "t": 337.52, "r": 672, "b": 319.2 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p52.14.12", "order": 74, "type": "table_cell", "bbox": { "l": 672, "t": 337.52, "r": 751.92, "b": 319.2 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 13 }, { "id": "p52.15", "order": 75, "type": "caption", "bbox": { "l": 522.72, "t": 318.24, "r": 628.08, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 14 }, { "id": "p52.16", "order": 76, "type": "text", "bbox": { "l": 442.56, "t": 304.08, "r": 587.76, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 15 }, { "id": "p52.17", "order": 77, "type": "table", "bbox": { "l": 432.48, "t": 290.88, "r": 751.92, "b": 171.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p52.17.1", "order": 78, "type": "table_cell", "bbox": { "l": 432.48, "t": 290.88, "r": 512.34, "b": 271 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p52.17.2", "order": 79, "type": "table_cell", "bbox": { "l": 512.34, "t": 290.88, "r": 592.2, "b": 271 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p52.17.3", "order": 80, "type": "table_cell", "bbox": { "l": 592.2, "t": 290.88, "r": 672.06, "b": 271 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p52.17.4", "order": 81, "type": "table_cell", "bbox": { "l": 672.06, "t": 290.88, "r": 751.92, "b": 271 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p52.17.5", "order": 82, "type": "table_cell", "bbox": { "l": 432.48, "t": 271, "r": 512.34, "b": 251.12 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p52.17.6", "order": 83, "type": "table_cell", "bbox": { "l": 512.34, "t": 271, "r": 592.2, "b": 251.12 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p52.17.7", "order": 84, "type": "table_cell", "bbox": { "l": 592.2, "t": 271, "r": 672.06, "b": 251.12 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p52.17.8", "order": 85, "type": "table_cell", "bbox": { "l": 672.06, "t": 271, "r": 751.92, "b": 251.12 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50' / 117.40' S= 0.0045'' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p52.17.9", "order": 86, "type": "table_cell", "bbox": { "l": 432.48, "t": 251.12, "r": 512.34, "b": 231.24 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p52.17.10", "order": 87, "type": "table_cell", "bbox": { "l": 512.34, "t": 251.12, "r": 592.2, "b": 231.24 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p52.17.11", "order": 88, "type": "table_cell", "bbox": { "l": 592.2, "t": 251.12, "r": 672.06, "b": 231.24 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p52.17.12", "order": 89, "type": "table_cell", "bbox": { "l": 672.06, "t": 251.12, "r": 751.92, "b": 231.24 }, "text": "6.0'' Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p52.17.13", "order": 90, "type": "table_cell", "bbox": { "l": 432.48, "t": 231.24, "r": 512.34, "b": 211.36 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p52.17.14", "order": 91, "type": "table_cell", "bbox": { "l": 512.34, "t": 231.24, "r": 592.2, "b": 211.36 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p52.17.15", "order": 92, "type": "table_cell", "bbox": { "l": 592.2, "t": 231.24, "r": 672.06, "b": 211.36 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p52.17.16", "order": 93, "type": "table_cell", "bbox": { "l": 672.06, "t": 231.24, "r": 751.92, "b": 211.36 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p52.17.17", "order": 94, "type": "table_cell", "bbox": { "l": 432.48, "t": 211.36, "r": 751.92, "b": 191.48 }, "text": "Discarded OutFlow Max=0.70 cfs @ 12.76 hrs HW=118.37' (Free Discharge)\\n—3=Exfiltration ( Controls 0.70 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p52.17.18", "order": 95, "type": "table_cell", "bbox": { "l": 432.48, "t": 191.48, "r": 751.92, "b": 171.6 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)\\n—1=Culvert ( Controls 0.00 cfs)\\n—2=Orifice ( Controls 0.00 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 16 }, { "id": "p52.18", "order": 96, "type": "footnote", "bbox": { "l": 45.12, "t": 361.68, "r": 228.48, "b": 353.04 }, "text": "4.8 58 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 17 } ] }, { "document_id": 11891, "page": 53, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 13, "counts_by_type": { "caption": 1, "figure": 3, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p53.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 522, "r": 359.76, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 63", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p53.2", "order": 2, "type": "header", "bbox": { "l": 432, "t": 522.24, "r": 756.24, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 64", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p53.3", "order": 3, "type": "heading", "bbox": { "l": 75.6, "t": 489.84, "r": 329.52, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p53.4", "order": 4, "type": "text", "bbox": { "l": 37.44, "t": 472.56, "r": 242.64, "b": 446.88 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx® SD)\nInside = 23.7\" W x 36.0\" H => 5.75 sf x 3.95\" L = 22.7 cf\nOutside = 23.7\" W x 36.0\" H => 5.93 sf x 3.95\" L = 23.4 cf", "reading_order": 3 }, { "id": "p53.5", "order": 5, "type": "text", "bbox": { "l": 37.2, "t": 440.16, "r": 205.2, "b": 390 }, "text": "24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8.728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8.998.6 cf Displacement", "reading_order": 4 }, { "id": "p53.6", "order": 6, "type": "text", "bbox": { "l": 37.44, "t": 383.28, "r": 174.24, "b": 332.16 }, "text": "Chamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "reading_order": 5 }, { "id": "p53.7", "order": 7, "type": "figure", "bbox": { "l": 162.96, "t": 325.92, "r": 233.04, "b": 118.32 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 6 }, { "id": "p53.8", "order": 8, "type": "caption", "bbox": { "l": 517.92, "t": 490.08, "r": 673.92, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p53.9", "order": 9, "type": "figure", "bbox": { "l": 432, "t": 480, "r": 755.52, "b": 90.48 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 8 }, { "id": "p53.10", "order": 10, "type": "figure", "bbox": { "l": 436.32, "t": 475.68, "r": 738.48, "b": 314.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 9 }, { "id": "p53.11", "order": 11, "type": "footer", "bbox": { "l": 162.72, "t": 99.12, "r": 233.52, "b": 89.04 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 10 }, { "id": "p53.12", "order": 12, "type": "footnote", "bbox": { "l": 714.72, "t": 463.2, "r": 746.4, "b": 439.44 }, "text": "Inflow Outflow Discarded Primary", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p53.13", "order": 13, "type": "footnote", "bbox": { "l": 455.04, "t": 320.88, "r": 684.24, "b": 308.64 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 54, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 34, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 2, "table_cell": 21 }, "build_ms": 4, "items": [ { "id": "p54.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 65", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p54.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 66", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p54.3", "order": 3, "type": "heading", "bbox": { "l": 107.52, "t": 489.6, "r": 295.44, "b": 479.76 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p54.4", "order": 4, "type": "table", "bbox": { "l": 36, "t": 472.56, "r": 346.8, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 13, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.020 ac," }, { "row": 0, "col": 2, "coverage": 0, "text": "8.82% Impervious," }, { "row": 0, "col": 3, "coverage": 0, "text": "Inflow Depth = 0.71\" for 10-Year-Current event" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.30 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 0.061 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.30 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "12.19 hrs," }, { "row": 2, "col": 3, "coverage": 0, "text": "Volume= 0.061 af," } ] } }, "children": [ { "id": "p54.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36, "t": 472.56, "r": 98.16, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p54.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 98.16, "t": 472.56, "r": 160.32, "b": 464.24 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p54.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 160.32, "t": 472.56, "r": 222.48, "b": 464.24 }, "text": "8.82% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p54.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 222.48, "t": 472.56, "r": 284.64, "b": 464.24 }, "text": "Inflow Depth = 0.71\" for 10-Year-Current event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p54.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 284.64, "t": 472.56, "r": 346.8, "b": 464.24 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p54.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 36, "t": 464.24, "r": 98.16, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p54.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 98.16, "t": 464.24, "r": 160.32, "b": 455.92 }, "text": "0.30 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p54.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 160.32, "t": 464.24, "r": 222.48, "b": 455.92 }, "text": "12.19 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p54.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 222.48, "t": 464.24, "r": 284.64, "b": 455.92 }, "text": "Volume= 0.061 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p54.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 284.64, "t": 464.24, "r": 346.8, "b": 455.92 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p54.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 36, "t": 455.92, "r": 98.16, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p54.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 98.16, "t": 455.92, "r": 160.32, "b": 447.6 }, "text": "0.30 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p54.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 160.32, "t": 455.92, "r": 222.48, "b": 447.6 }, "text": "12.19 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p54.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 222.48, "t": 455.92, "r": 284.64, "b": 447.6 }, "text": "Volume= 0.061 af,", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p54.4.15", "order": 19, "type": "table_cell", "bbox": { "l": 284.64, "t": 455.92, "r": 346.8, "b": 447.6 }, "text": "Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 } ], "reading_order": 3 }, { "id": "p54.5", "order": 20, "type": "caption", "bbox": { "l": 132, "t": 426.24, "r": 268.8, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p54.6", "order": 21, "type": "figure", "bbox": { "l": 43.68, "t": 416.88, "r": 352.8, "b": 246.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p54.7", "order": 22, "type": "caption", "bbox": { "l": 169.44, "t": 250.08, "r": 200.88, "b": 245.28 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p54.8", "order": 23, "type": "heading", "bbox": { "l": 492.96, "t": 489.84, "r": 702, "b": 479.76 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p54.9", "order": 24, "type": "table", "bbox": { "l": 432.48, "t": 473.04, "r": 742.32, "b": 447.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 1.26\" for 10-Ye…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.016 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.016 af, Atten= 0%, Laq= 0.0…" } ] } }, "children": [ { "id": "p54.9.1", "order": 25, "type": "table_cell", "bbox": { "l": 432.48, "t": 473.04, "r": 587.4, "b": 464.64 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p54.9.2", "order": 26, "type": "table_cell", "bbox": { "l": 587.4, "t": 473.04, "r": 742.32, "b": 464.64 }, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 1.26\" for 10-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p54.9.3", "order": 27, "type": "table_cell", "bbox": { "l": 432.48, "t": 464.64, "r": 587.4, "b": 456.24 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p54.9.4", "order": 28, "type": "table_cell", "bbox": { "l": 587.4, "t": 464.64, "r": 742.32, "b": 456.24 }, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.016 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p54.9.5", "order": 29, "type": "table_cell", "bbox": { "l": 432.48, "t": 456.24, "r": 587.4, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p54.9.6", "order": 30, "type": "table_cell", "bbox": { "l": 587.4, "t": 456.24, "r": 742.32, "b": 447.84 }, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.016 af, Atten= 0%, Laq= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p54.10", "order": 31, "type": "caption", "bbox": { "l": 517.44, "t": 426.48, "r": 675.36, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p54.11", "order": 32, "type": "figure", "bbox": { "l": 439.68, "t": 413.76, "r": 747.12, "b": 246 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p54.12", "order": 33, "type": "footnote", "bbox": { "l": 37.2, "t": 442.32, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p54.13", "order": 34, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 55, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 21, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 4 }, "build_ms": 2, "items": [ { "id": "p55.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 521.76, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 67", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p55.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 68", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p55.3", "order": 3, "type": "heading", "bbox": { "l": 71.52, "t": 489.6, "r": 334.56, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p55.4", "order": 4, "type": "text", "bbox": { "l": 36, "t": 472.32, "r": 346.32, "b": 445.44 }, "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 4.99\" for 10-Year-Current event\nInflow = 2.05 cfs @ 12.19 hrs, Volume = 0.262 af\nPrimary = 2.05 cfs @ 12.19 hrs, Volume = 0.262 af, Atten = 0%, Lag = 0.0 min", "reading_order": 3 }, { "id": "p55.5", "order": 5, "type": "text", "bbox": { "l": 46.08, "t": 448.8, "r": 195.6, "b": 440.64 }, "text": "Routed to Link 16L : Study Area Basin A (Total)", "reading_order": 4 }, { "id": "p55.6", "order": 6, "type": "text", "bbox": { "l": 37.2, "t": 434.88, "r": 239.28, "b": 425.28 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 5 }, { "id": "p55.7", "order": 7, "type": "text", "bbox": { "l": 37.44, "t": 419.52, "r": 157.92, "b": 410.88 }, "text": "Fixed water surface Elevation= 117.75'", "reading_order": 6 }, { "id": "p55.8", "order": 8, "type": "caption", "bbox": { "l": 96.96, "t": 403.2, "r": 307.68, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p55.9", "order": 9, "type": "figure", "bbox": { "l": 45.36, "t": 389.52, "r": 353.04, "b": 226.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p55.10", "order": 10, "type": "heading", "bbox": { "l": 506.64, "t": 489.84, "r": 687.36, "b": 480 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p55.11", "order": 11, "type": "table", "bbox": { "l": 432, "t": 473.52, "r": 742.32, "b": 448.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.08\" for 10-Ye…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.02 cfs @ 12.93 hrs, Volume= 0.007 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.02 cfs @ 12.93 hrs, Volume= 0.007 af, Atten= 0%. Laq= 0.0…" } ] } }, "children": [ { "id": "p55.11.1", "order": 12, "type": "table_cell", "bbox": { "l": 432, "t": 473.52, "r": 587.16, "b": 465.04 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p55.11.2", "order": 13, "type": "table_cell", "bbox": { "l": 587.16, "t": 473.52, "r": 742.32, "b": 465.04 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.08\" for 10-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p55.11.3", "order": 14, "type": "table_cell", "bbox": { "l": 432, "t": 465.04, "r": 587.16, "b": 456.56 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p55.11.4", "order": 15, "type": "table_cell", "bbox": { "l": 587.16, "t": 465.04, "r": 742.32, "b": 456.56 }, "text": "0.02 cfs @ 12.93 hrs, Volume= 0.007 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p55.11.5", "order": 16, "type": "table_cell", "bbox": { "l": 432, "t": 456.56, "r": 587.16, "b": 448.08 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p55.11.6", "order": 17, "type": "table_cell", "bbox": { "l": 587.16, "t": 456.56, "r": 742.32, "b": 448.08 }, "text": "0.02 cfs @ 12.93 hrs, Volume= 0.007 af, Atten= 0%. Laq= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 10 }, { "id": "p55.12", "order": 18, "type": "caption", "bbox": { "l": 531.6, "t": 426.48, "r": 660, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p55.13", "order": 19, "type": "figure", "bbox": { "l": 439.2, "t": 415.92, "r": 747.6, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 12 }, { "id": "p55.14", "order": 20, "type": "footnote", "bbox": { "l": 58.32, "t": 233.52, "r": 308.4, "b": 222.96 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 }, { "id": "p55.15", "order": 21, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 14 } ] }, { "document_id": 11891, "page": 56, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 25, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2, "heading": 2, "table": 2, "table_cell": 13, "text": 1 }, "build_ms": 2, "items": [ { "id": "p56.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 521.76, "r": 360.96, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 69", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p56.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Current Rainfall=5.38\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 70", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p56.3", "order": 3, "type": "heading", "bbox": { "l": 106.8, "t": 489.6, "r": 297.36, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p56.4", "order": 4, "type": "table", "bbox": { "l": 35.76, "t": 472.56, "r": 346.8, "b": 441.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p56.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 35.76, "t": 472.56, "r": 191.28, "b": 464.88 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p56.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 191.28, "t": 472.56, "r": 346.8, "b": 464.88 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 5.01\" for 10-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p56.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 35.76, "t": 464.88, "r": 191.28, "b": 457.2 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p56.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 191.28, "t": 464.88, "r": 346.8, "b": 457.2 }, "text": "2.42 cfs @ 12.19 hrs, Volume= 0.309 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p56.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 35.76, "t": 457.2, "r": 191.28, "b": 449.52 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p56.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 191.28, "t": 457.2, "r": 346.8, "b": 449.52 }, "text": "2.42 cfs @ 12.19 hrs, Volume= 0.309 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p56.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 35.76, "t": 449.52, "r": 346.8, "b": 441.84 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 3 }, { "id": "p56.5", "order": 12, "type": "text", "bbox": { "l": 37.44, "t": 434.64, "r": 238.8, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p56.6", "order": 13, "type": "caption", "bbox": { "l": 131.04, "t": 418.56, "r": 270.48, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p56.7", "order": 14, "type": "figure", "bbox": { "l": 43.92, "t": 404.4, "r": 354, "b": 237.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p56.8", "order": 15, "type": "heading", "bbox": { "l": 484.8, "t": 489.84, "r": 711.36, "b": 480 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p56.9", "order": 16, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 742.08, "b": 447.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 1.50\" for 10-Ye…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.015 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0…" } ] } }, "children": [ { "id": "p56.9.1", "order": 17, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 587.16, "b": 464.8 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p56.9.2", "order": 18, "type": "table_cell", "bbox": { "l": 587.16, "t": 473.28, "r": 742.08, "b": 464.8 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 1.50\" for 10-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p56.9.3", "order": 19, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.8, "r": 587.16, "b": 456.32 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p56.9.4", "order": 20, "type": "table_cell", "bbox": { "l": 587.16, "t": 464.8, "r": 742.08, "b": 456.32 }, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.015 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p56.9.5", "order": 21, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.32, "r": 587.16, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p56.9.6", "order": 22, "type": "table_cell", "bbox": { "l": 587.16, "t": 456.32, "r": 742.08, "b": 447.84 }, "text": "0.10 cfs @ 12.19 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p56.10", "order": 23, "type": "caption", "bbox": { "l": 508.8, "t": 426.24, "r": 683.76, "b": 416.4 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p56.11", "order": 24, "type": "figure", "bbox": { "l": 439.92, "t": 413.76, "r": 747.12, "b": 245.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p56.12", "order": 25, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 57, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 34, "counts_by_type": { "header": 1, "table": 1, "table_cell": 31, "text": 1 }, "build_ms": 16, "items": [ { "id": "p57.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 522, "r": 361.2, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 71", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p57.2", "order": 2, "type": "table", "bbox": { "l": 36.48, "t": 501.951861, "r": 360, "b": 104.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 17, "n_cols": 3, "integrity": { "cells_checked": 31, "cells_flagged": 18, "flags": [ { "row": 0, "col": 0, "coverage": 0.04, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points\\nRunoff …" }, { "row": 1, "col": 0, "coverage": 0.4, "text": "Subcatchment3S: Ex. Study Area West" }, { "row": 1, "col": 1, "coverage": 0.56, "text": "Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=0.55\"\\nF…" }, { "row": 2, "col": 0, "coverage": 0.4, "text": "Subcatchment4S: Ex. Study Area West" }, { "row": 3, "col": 0, "coverage": 0, "text": "Subcatchment6S: Ex. Study Area Road" }, { "row": 3, "col": 1, "coverage": 0.24, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=6.10\"\\…" }, { "row": 4, "col": 1, "coverage": 0.12, "text": "Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=0.55\"\\nF…" }, { "row": 5, "col": 0, "coverage": 0.4, "text": "Subcatchment10S: Study Area WQ MTD" }, { "row": 5, "col": 1, "coverage": 0.13, "text": "Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=6.10\"\\…" }, { "row": 6, "col": 0, "coverage": 0.4, "text": "Subcatchment11S: Study Area WQ MTD" }, { "row": 6, "col": 1, "coverage": 0.13, "text": "Runoff Area=0.020 ac 0.00% Impervious Runoff Depth=0.55\"\\nF…" }, { "row": 7, "col": 0, "coverage": 0.5, "text": "Subcatchment12S: Study Area Road" } ] } }, "children": [ { "id": "p57.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 36.48, "t": 492.72, "r": 360, "b": 469.9059 }, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points\\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 0 }, { "id": "p57.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 36.48, "t": 469.9059, "r": 144.32, "b": 447.0918 }, "text": "Subcatchment3S: Ex. Study Area West", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p57.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 144.32, "t": 469.9059, "r": 360, "b": 447.0918 }, "text": "Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=0.55\"\\nFlow Length=98' Tc=10.0 min CN=39 Runoff=0.14 cfs 0.042 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 2 }, { "id": "p57.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 36.48, "t": 447.0918, "r": 144.32, "b": 424.2776 }, "text": "Subcatchment4S: Ex. Study Area West", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p57.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 144.32, "t": 447.0918, "r": 360, "b": 424.2776 }, "text": "Runoff Area=0.090 ac 100.00% Impervious Runoff Depth=6.10\"\\nFlow Length=248' Tc=10.0 min CN=98 Runoff=0.36 cfs 0.046 af", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 4 }, { "id": "p57.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 36.48, "t": 424.2776, "r": 144.32, "b": 401.4635 }, "text": "Subcatchment6S: Ex. Study Area Road", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p57.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 144.32, "t": 424.2776, "r": 360, "b": 401.4635 }, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=6.10\"\\nFlow Length=82' Slope=0.0150 /\" Tc=10.0 min CN=98 Runoff=0.12 cfs 0.015 af", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 6 }, { "id": "p57.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 36.48, "t": 401.4635, "r": 144.32, "b": 378.6494 }, "text": "Subcatchment7S: Ex. Study Area Road", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p57.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 144.32, "t": 401.4635, "r": 360, "b": 378.6494 }, "text": "Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=0.55\"\\nFlow Length=61' Slope=0.0100 /\" Tc=10.0 min CN=39 Runoff=0.02 cfs 0.005 af", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 8 }, { "id": "p57.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 36.48, "t": 378.6494, "r": 144.32, "b": 355.8353 }, "text": "Subcatchment10S: Study Area WQ MTD", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p57.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 144.32, "t": 378.6494, "r": 360, "b": 355.8353 }, "text": "Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=6.10\"\\nFlow Length=352' Tc=10.0 min CN=98 Runoff=2.42 cfs 0.310 af", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 10 }, { "id": "p57.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 36.48, "t": 355.8353, "r": 144.32, "b": 333.0212 }, "text": "Subcatchment11S: Study Area WQ MTD", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p57.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 144.32, "t": 355.8353, "r": 360, "b": 333.0212 }, "text": "Runoff Area=0.020 ac 0.00% Impervious Runoff Depth=0.55\"\\nFlow Length=351' Tc=10.0 min CN=39 Runoff=0.00 cfs 0.001 af", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 12 }, { "id": "p57.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 36.48, "t": 333.0212, "r": 144.32, "b": 310.2071 }, "text": "Subcatchment12S: Study Area Road", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p57.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 120.737635, "t": 501.951861, "r": 355.209529, "b": 488.547723 }, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=6.10\"\\nFlow Length=35' Slope=0.0322 /\" Tc=10.0 min CN=98 Runoff=0.12 cfs 0.015 af", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 14 }, { "id": "p57.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 36.48, "t": 310.2071, "r": 144.32, "b": 287.3929 }, "text": "Subcatchment14S: Study Area West", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p57.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 120.737635, "t": 479.27487, "r": 355.255321, "b": 465.871732 }, "text": "Runoff Area=0.310 ac 0.00% Impervious Runoff Depth=0.55\"\\nFlow Length=48' Slope=0.0850 /\" Tc=10.0 min CN=39 Runoff=0.05 cfs 0.014 af", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 16 }, { "id": "p57.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 36.48, "t": 287.3929, "r": 360, "b": 264.5788 }, "text": "Subcatchment15S: Study Area Roof (Imp)\\nFlow Length=207' Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=6.10\"\\nFlow Length=207' Slope=0.0100 /\" Tc=10.0 min CN=98 Runoff=0.44 cfs 0.056 af", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 17 }, { "id": "p57.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 36.48, "t": 264.5788, "r": 144.32, "b": 241.7647 }, "text": "Subcatchment19S: Study Area Road", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p57.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 120.737635, "t": 433.921888, "r": 355.256078, "b": 420.51875 }, "text": "Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=0.55\"\\nFlow Length=58' Slope=0.0300 /\" Tc=10.0 min CN=39 Runoff=0.01 cfs 0.004 af", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 19 }, { "id": "p57.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 36.48, "t": 241.7647, "r": 360, "b": 218.9506 }, "text": "Pond 21P: Basin A Routing (StormBrixx)\\nDiscarded=0.70 cfs Peak Elev=118.68' Storage=3,445 cf Inflow=2.86 cfs 0.367 af", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 20 }, { "id": "p57.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 39.515301, "t": 388.440914, "r": 150.553273, "b": 382.081112 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 21 }, { "id": "p57.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 144.32, "t": 218.9506, "r": 360, "b": 196.1365 }, "text": "Primary=0.00 cfs 0.000 af Outflow=0.70 cfs 0.367 af", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 22 }, { "id": "p57.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 39.515301, "t": 365.764923, "r": 168.698766, "b": 359.405121 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p57.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 283.55457, "t": 388.568906, "r": 356.289199, "b": 375.165769 }, "text": "Primary=0.45 cfs Inflow=0.45 cfs 0.088 af", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 24 }, { "id": "p57.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 39.515301, "t": 343.088932, "r": 211.476214, "b": 336.72913 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p57.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 144.32, "t": 173.3224, "r": 360, "b": 150.5082 }, "text": "Primary=0.45 cfs 0.088 af Inflow=0.13 cfs 0.021 af", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 26 }, { "id": "p57.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 39.515301, "t": 320.411941, "r": 144.353818, "b": 314.052139 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p57.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 283.55457, "t": 358.333618, "r": 356.289611, "b": 337.371084 }, "text": "Primary=0.13 cfs 0.021 af Inflow=2.42 cfs 0.311 af", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p57.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 39.515301, "t": 297.73595, "r": 152.744044, "b": 291.376148 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 29 }, { "id": "p57.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 283.55457, "t": 335.657627, "r": 356.289611, "b": 314.695093 }, "text": "Primary=2.42 cfs 0.311 af Inflow=0.05 cfs 0.014 af", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 30 } ], "reading_order": 1 }, { "id": "p57.3", "order": 34, "type": "text", "bbox": { "l": 432.24, "t": 522.48, "r": 762.96, "b": 450.24 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 72\nLink 18L: Study Area Road Undetained (Total) Inflow=0.13 cfs 0.019 af\nPrimary=0.13 cfs 0.019 af\nTotal Runoff Area = 2.340 ac Runoff Volume = 0.509 af Average Runoff Depth = 2.61\"\n62.82% Pervious = 1.470 ac 37.18% Impervious = 0.870 ac", "reading_order": 2 } ] }, { "document_id": 11891, "page": 58, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", 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Study Area West (Perv)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p58.3", "order": 3, "type": "text", "bbox": { "l": 38.16, "t": 472.56, "r": 293.04, "b": 456 }, "text": "Runoff = 0.14 cfs @ 12.53 hrs, Volume= 0.042 af, Depth= 0.55\"\nRouted to Link 5L : Ex Study Area West (Total)", "reading_order": 2 }, { "id": "p58.4", "order": 4, "type": "text", "bbox": { "l": 37.2, "t": 449.76, "r": 348, "b": 433.44 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"", "reading_order": 3 }, { "id": "p58.5", "order": 5, "type": "table", "bbox": { "l": 37.44, "t": 427.2, "r": 357.6, "b": 331.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 28, "cells_flagged": 27, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Area (ac)" }, { "row": 0, "col": 1, "coverage": 0, "text": "CN" }, { "row": 0, "col": 2, "coverage": 0, "text": "Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "0.930" }, { "row": 1, "col": 1, "coverage": 0, "text": "39" }, { "row": 1, "col": 2, "coverage": 0, "text": ">75% Grass cover, Good, HSG A" }, { "row": 2, "col": 0, "coverage": 0, "text": "0.930" }, { "row": 2, "col": 1, "coverage": 0, "text": "39" }, { "row": 2, "col": 2, "coverage": 0, "text": "100.00% Pervious Area" }, { "row": 3, "col": 0, "coverage": 0, "text": "Tc (min)" }, { "row": 3, "col": 1, "coverage": 0, "text": "Length (feet)" }, { "row": 3, "col": 2, "coverage": 0, "text": "Slope (ft/ft)" } ] } }, "children": [ { "id": "p58.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 37.44, "t": 427.2, "r": 90.8, "b": 413.4857 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p58.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 90.8, "t": 427.2, "r": 144.16, "b": 413.4857 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p58.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 144.16, "t": 427.2, "r": 357.6, "b": 413.4857 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p58.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 37.44, "t": 413.4857, "r": 90.8, "b": 399.7714 }, "text": "0.930", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p58.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 90.8, "t": 413.4857, "r": 144.16, "b": 399.7714 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p58.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 144.16, "t": 413.4857, "r": 357.6, "b": 399.7714 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p58.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 37.44, "t": 399.7714, "r": 90.8, "b": 386.0571 }, "text": "0.930", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p58.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 90.8, "t": 399.7714, "r": 144.16, "b": 386.0571 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p58.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 144.16, "t": 399.7714, "r": 357.6, "b": 386.0571 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p58.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 37.44, "t": 386.0571, "r": 90.8, "b": 372.3429 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p58.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 90.8, "t": 386.0571, "r": 144.16, "b": 372.3429 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p58.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 144.16, "t": 386.0571, "r": 197.52, "b": 372.3429 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p58.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 197.52, "t": 386.0571, "r": 250.88, "b": 372.3429 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p58.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 250.88, "t": 386.0571, "r": 304.24, "b": 372.3429 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p58.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 304.24, "t": 386.0571, "r": 357.6, "b": 372.3429 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p58.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 37.44, "t": 372.3429, "r": 90.8, "b": 358.6286 }, "text": "8.4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p58.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 90.8, "t": 372.3429, "r": 144.16, "b": 358.6286 }, "text": "47", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p58.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 144.16, "t": 372.3429, "r": 197.52, "b": 358.6286 }, "text": "0.0350", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p58.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 54.859295, "t": 416.903889, "r": 63.69938, "b": 412.630277 }, 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"colspan": 1 }, "reading_order": 14 }, { "id": "p59.13.16", "order": 58, "type": "table_cell", "bbox": { "l": 432.96, "t": 378.48, "r": 752.4, "b": 368.64 }, "text": "Sheet Flow, A-B", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 15 }, { "id": "p59.13.17", "order": 59, "type": "table_cell", "bbox": { "l": 432.96, "t": 368.64, "r": 645.92, "b": 358.8 }, "text": "Smooth surfaces", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 16 }, { "id": "p59.13.18", "order": 60, "type": "table_cell", "bbox": { "l": 645.92, "t": 368.64, "r": 752.4, "b": 358.8 }, "text": "n= 0.011 P2= 4.04\"", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 17 } ], "reading_order": 12 }, { "id": "p59.14", "order": 61, "type": "caption", "bbox": { "l": 508.8, "t": 345.84, "r": 684.48, "b": 336.24 }, "text": "Subcatchment 7S: Ex. Study Area Road (Perv)", "attrs": { "block_label": "figure_title" }, "reading_order": 13 }, { "id": "p59.15", "order": 62, "type": "figure", "bbox": { "l": 438, "t": 331.92, "r": 739.68, "b": 163.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 14 }, { "id": "p59.16", "order": 63, "type": "footnote", "bbox": { "l": 48, "t": 361.44, "r": 228.24, "b": 353.04 }, "text": "1.0 82 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 15 }, { "id": "p59.17", "order": 64, "type": "footnote", "bbox": { "l": 444.72, "t": 361.2, "r": 623.52, "b": 353.04 }, "text": "1.0 61 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 16 } ] }, { "document_id": 11891, "page": 60, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", 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"p60.3", "order": 3, "type": "heading", "bbox": { "l": 77.28, "t": 489.6, "r": 328.8, "b": 480 }, "text": "Summary for Subcatchment 10S: Study Area WQ MTD A-110 (Imp)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p60.4", "order": 4, "type": "text", "bbox": { "l": 38.16, "t": 472.32, "r": 293.76, "b": 456 }, "text": "Runoff = 2.42 cfs @ 12.19 hrs, Volume= 0.310 af, Depth= 6.10\" Routed to Link 10L : Study Area Study Area WQ MTD A-110 (Total)", "reading_order": 3 }, { "id": "p60.5", "order": 5, "type": "text", "bbox": { "l": 37.68, "t": 449.76, "r": 349.44, "b": 433.44 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"", "reading_order": 4 }, { "id": "p60.6", "order": 6, "type": "table", "bbox": { "l": 37.92, "t": 426, "r": 357.36, "b": 335.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { 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"column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p60.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 91.16, "t": 426, "r": 144.4, "b": 410.92 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p60.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 144.4, "t": 426, "r": 357.36, "b": 410.92 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p60.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 37.92, "t": 410.92, "r": 91.16, "b": 395.84 }, "text": "0.610", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p60.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 91.16, "t": 410.92, "r": 144.4, "b": 395.84 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p60.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 144.4, "t": 410.92, "r": 357.36, "b": 395.84 }, "text": "Paved parking, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p60.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 37.92, "t": 395.84, "r": 91.16, "b": 380.76 }, "text": "0.610", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p60.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 91.16, "t": 395.84, "r": 144.4, "b": 380.76 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p60.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 144.4, "t": 395.84, "r": 357.36, "b": 380.76 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p60.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 37.92, "t": 380.76, "r": 91.16, "b": 365.68 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p60.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 91.16, "t": 380.76, "r": 144.4, "b": 365.68 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p60.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 144.4, "t": 380.76, "r": 197.64, "b": 365.68 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p60.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 197.64, "t": 380.76, "r": 250.88, "b": 365.68 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p60.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 250.88, "t": 380.76, "r": 304.12, "b": 365.68 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p60.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 304.12, "t": 380.76, "r": 357.36, "b": 365.68 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p60.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 37.92, "t": 365.68, "r": 91.16, "b": 350.6 }, "text": "0.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p60.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 91.16, "t": 365.68, "r": 144.4, "b": 350.6 }, "text": "55", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p60.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 144.4, "t": 365.68, "r": 197.64, "b": 350.6 }, "text": "0.0302", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p60.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 197.64, "t": 365.68, "r": 250.88, "b": 350.6 }, "text": "1.62", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p60.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 250.88, "t": 365.68, "r": 304.12, "b": 350.6 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p60.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 304.12, "t": 365.68, "r": 357.36, "b": 350.6 }, "text": "Sheet Flow, A-B\\nSmooth surfaces n= 0.011 P2= 4.04\"", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p60.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 37.92, "t": 350.6, "r": 91.16, "b": 335.52 }, "text": "1.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p60.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 91.16, "t": 350.6, "r": 144.4, "b": 335.52 }, "text": "297", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p60.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 144.4, "t": 350.6, "r": 197.64, "b": 335.52 }, "text": "0.0035", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p60.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 197.64, "t": 350.6, "r": 250.88, "b": 335.52 }, "text": "3.68", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p60.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 250.88, "t": 350.6, "r": 304.12, "b": 335.52 }, "text": "4.52", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p60.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 304.12, "t": 350.6, "r": 357.36, "b": 335.52 }, "text": "Pipe Channel, B-C\\n15.0\" Round Area= 1.2 sf Perim= 3.9' r= 0.31'\\nn= 0.011 Concrete pipe, straight & clean", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 26 } ], "reading_order": 5 }, { "id": "p60.7", "order": 34, "type": "caption", "bbox": { "l": 101.52, "t": 323.04, "r": 301.92, "b": 313.68 }, "text": "Subcatchment 10S: Study Area WQ MTD A-110 (Imp)", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p60.8", "order": 35, "type": "caption", "bbox": { "l": 165.36, "t": 309.6, "r": 198.96, "b": 303.12 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p60.9", "order": 36, "type": "figure", "bbox": { "l": 44.88, "t": 307.2, "r": 320.88, "b": 141.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p60.10", "order": 37, "type": "figure", "bbox": { "l": 325.44, "t": 297.36, "r": 351.36, "b": 287.52 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 9 }, { "id": "p60.11", "order": 38, "type": "heading", "bbox": { "l": 470.64, "t": 489.6, "r": 725.76, "b": 480 }, "text": "Summary for Subcatchment 11S: Study Area WQ MTD A-110 (Perv)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 10 }, { "id": "p60.12", "order": 39, "type": "text", "bbox": { "l": 433.68, "t": 472.8, "r": 689.76, "b": 455.76 }, "text": "Runoff = 0.00 cfs @ 12.53 hrs, Volume= 0.001 af, Depth= 0.55\"\nRouted to Link 10L : Study Area Study Area WQ MTD A-110 (Total)", "reading_order": 11 }, { "id": "p60.13", "order": 40, "type": "text", "bbox": { "l": 432.24, "t": 449.76, "r": 742.8, "b": 433.44 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"", "reading_order": 12 }, { "id": "p60.14", "order": 41, "type": "table", "bbox": { "l": 432.72, "t": 427.68, "r": 752.16, "b": 323.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 31, "cells_flagged": 31, "flags": [ { "row": 0, 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66, "type": "footnote", "bbox": { "l": 445.2, "t": 361.2, "r": 623.76, "b": 353.04 }, "text": "4.8 58 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 15 } ] }, { "document_id": 11891, "page": 63, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 52, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 40, "text": 2 }, "build_ms": 9, "items": [ { "id": "p63.1", "order": 1, "type": "header", "bbox": { "l": 37.68, "t": 522, "r": 360, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 83", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p63.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.24, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 84", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p63.3", "order": 3, "type": "heading", "bbox": { "l": 98.88, "t": 489.84, "r": 305.04, "b": 479.76 }, "text": "Summary for Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p63.4", "order": 4, "type": "table", "bbox": { "l": 37.92, "t": 476.88, "r": 356.64, "b": 382.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 2, "integrity": { "cells_checked": 10, "cells_flagged": 10, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 5…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow = 2.86 cfs @ 12.19 hrs, Volume= 0.367 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow = 0.70 cfs @ 12.86 hrs, Volume= 0.367 af, Atten= 75…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Discarded = 0.70 cfs @ 12.86 hrs, Volume= 0.367 af" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af" }, { "row": 5, "col": 0, "coverage": 0.13, "text": "Routed to Link 14L : Study Area West (Total)" }, { "row": 6, "col": 0, "coverage": 0, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= …" }, { "row": 7, "col": 0, "coverage": 0, "text": "Peak Elev= 118.68' @ 12.86 hrs Surf.Area= 3,001 sf Storage=…" }, { "row": 8, "col": 0, "coverage": 0, "text": "Plug-Flow detention time= 26.6 min calculated for 0.367 af …" }, { "row": 9, "col": 0, "coverage": 0, "text": "Center-of-Mass det. time= 26.6 min ( 782.3 - 755.7 )" } ] } }, "children": [ { "id": "p63.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 37.92, "t": 476.88, "r": 356.64, "b": 467.448 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 5.95\" for 10-Year-Projected event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 0 }, { "id": "p63.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 37.92, "t": 467.448, "r": 356.64, "b": 458.016 }, "text": "Inflow = 2.86 cfs @ 12.19 hrs, Volume= 0.367 af", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 1 }, { "id": "p63.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 37.92, "t": 458.016, "r": 356.64, "b": 448.584 }, "text": "Outflow = 0.70 cfs @ 12.86 hrs, Volume= 0.367 af, Atten= 75%, Lag= 40.0 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 2 }, { "id": "p63.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 37.92, "t": 448.584, "r": 356.64, "b": 439.152 }, "text": "Discarded = 0.70 cfs @ 12.86 hrs, Volume= 0.367 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 3 }, { "id": "p63.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 37.92, "t": 439.152, "r": 356.64, "b": 429.72 }, "text": "Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 4 }, { "id": "p63.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 37.92, "t": 429.72, "r": 356.64, "b": 420.288 }, "text": "Routed to Link 14L : Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 5 }, { "id": "p63.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 37.92, "t": 420.288, "r": 356.64, "b": 410.856 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 }, { "id": "p63.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 37.92, "t": 410.856, "r": 356.64, "b": 401.424 }, "text": "Peak Elev= 118.68' @ 12.86 hrs Surf.Area= 3,001 sf Storage= 3,445 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p63.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 37.92, "t": 401.424, "r": 356.64, "b": 391.992 }, "text": "Plug-Flow detention time= 26.6 min calculated for 0.367 af (100% of inflow)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 8 }, { "id": "p63.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 37.92, "t": 391.992, "r": 356.64, "b": 382.56 }, "text": "Center-of-Mass det. time= 26.6 min ( 782.3 - 755.7 )", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 9 } ], "reading_order": 3 }, { "id": "p63.5", "order": 15, "type": "table", "bbox": { "l": 37.2, "t": 374.4, "r": 358.32, "b": 318.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p63.5.1", "order": 16, "type": "table_cell", "bbox": { "l": 37.2, "t": 374.4, "r": 117.48, "b": 355.92 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p63.5.2", "order": 17, "type": "table_cell", "bbox": { "l": 117.48, "t": 374.4, "r": 197.76, "b": 355.92 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p63.5.3", "order": 18, "type": "table_cell", "bbox": { "l": 197.76, "t": 374.4, "r": 278.04, "b": 355.92 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p63.5.4", "order": 19, "type": "table_cell", "bbox": { "l": 278.04, "t": 374.4, "r": 358.32, "b": 355.92 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p63.5.5", "order": 20, "type": "table_cell", "bbox": { "l": 37.2, "t": 355.92, "r": 117.48, "b": 337.44 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p63.5.6", "order": 21, "type": "table_cell", "bbox": { "l": 117.48, "t": 355.92, "r": 197.76, "b": 337.44 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p63.5.7", "order": 22, "type": "table_cell", "bbox": { "l": 197.76, "t": 355.92, "r": 278.04, "b": 337.44 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p63.5.8", "order": 23, "type": "table_cell", "bbox": { "l": 278.04, "t": 355.92, "r": 358.32, "b": 337.44 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p63.5.9", "order": 24, "type": "table_cell", "bbox": { "l": 37.2, "t": 337.44, "r": 117.48, "b": 318.96 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p63.5.10", "order": 25, "type": "table_cell", "bbox": { "l": 117.48, "t": 337.44, "r": 197.76, "b": 318.96 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p63.5.11", "order": 26, "type": "table_cell", "bbox": { "l": 197.76, "t": 337.44, "r": 278.04, "b": 318.96 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p63.5.12", "order": 27, "type": "table_cell", "bbox": { "l": 278.04, "t": 337.44, "r": 358.32, "b": 318.96 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 4 }, { "id": "p63.6", "order": 28, "type": "caption", "bbox": { "l": 127.2, "t": 318.24, "r": 232.32, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p63.7", "order": 29, "type": "text", "bbox": { "l": 47.52, "t": 303.84, "r": 192.72, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6 }, { "id": "p63.8", "order": 30, "type": "table", "bbox": { "l": 36.96, "t": 291.36, "r": 359.04, "b": 172.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p63.8.1", "order": 31, "type": "table_cell", "bbox": { "l": 36.96, "t": 291.36, "r": 117.48, "b": 271.6 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p63.8.2", "order": 32, "type": "table_cell", "bbox": { "l": 117.48, "t": 291.36, "r": 198, "b": 271.6 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p63.8.3", "order": 33, "type": "table_cell", "bbox": { "l": 198, "t": 291.36, "r": 278.52, "b": 271.6 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p63.8.4", "order": 34, "type": "table_cell", "bbox": { "l": 278.52, "t": 291.36, "r": 359.04, "b": 271.6 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p63.8.5", "order": 35, "type": "table_cell", "bbox": { "l": 36.96, "t": 271.6, "r": 117.48, "b": 251.84 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p63.8.6", "order": 36, "type": "table_cell", "bbox": { "l": 117.48, "t": 271.6, "r": 198, "b": 251.84 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p63.8.7", "order": 37, "type": "table_cell", "bbox": { "l": 198, "t": 271.6, "r": 278.52, "b": 251.84 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p63.8.8", "order": 38, "type": "table_cell", "bbox": { "l": 278.52, "t": 271.6, "r": 359.04, "b": 251.84 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50'/ 117.40' S= 0.0045'/' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p63.8.9", "order": 39, "type": "table_cell", "bbox": { "l": 36.96, "t": 251.84, "r": 117.48, "b": 232.08 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p63.8.10", "order": 40, "type": "table_cell", "bbox": { "l": 117.48, "t": 251.84, "r": 198, "b": 232.08 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p63.8.11", "order": 41, "type": "table_cell", "bbox": { "l": 198, "t": 251.84, "r": 278.52, "b": 232.08 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p63.8.12", "order": 42, "type": "table_cell", "bbox": { "l": 278.52, "t": 251.84, "r": 359.04, "b": 232.08 }, "text": "6.0\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p63.8.13", "order": 43, "type": "table_cell", "bbox": { "l": 36.96, "t": 232.08, "r": 117.48, "b": 212.32 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p63.8.14", "order": 44, "type": "table_cell", "bbox": { "l": 117.48, "t": 232.08, "r": 198, "b": 212.32 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p63.8.15", "order": 45, "type": "table_cell", "bbox": { "l": 198, "t": 232.08, "r": 278.52, "b": 212.32 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p63.8.16", "order": 46, "type": "table_cell", "bbox": { "l": 278.52, "t": 232.08, "r": 359.04, "b": 212.32 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p63.8.17", "order": 47, "type": "table_cell", "bbox": { "l": 36.96, "t": 212.32, "r": 359.04, "b": 192.56 }, "text": "Discarded OutFlow Max=0.70 cfs @ 12.86 hrs HW=118.68' (Free Discharge)\\n ↑3=Exfiltration ( Controls 0.70 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p63.8.18", "order": 48, "type": "table_cell", "bbox": { "l": 36.96, "t": 192.56, "r": 359.04, "b": 172.8 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)\\n ↑1=Culvert ( Controls 0.00 cfs)\\n ↑2=Orifice ( Controls 0.00 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 7 }, { "id": "p63.9", "order": 49, "type": "heading", "bbox": { "l": 470.64, "t": 489.6, "r": 725.28, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p63.10", "order": 50, "type": "text", "bbox": { "l": 431.52, "t": 474, "r": 615.12, "b": 331.68 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrix Inside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf Outside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\n24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8,728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8,998.6 cf Displacement\nChamber Storage = 8,728.7 cf = 0.200 af Overall Storage Efficiency = 97.0% Overall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "attrs": { "block_label": "algorithm" }, "reading_order": 9 }, { "id": "p63.11", "order": 51, "type": "figure", "bbox": { "l": 558, "t": 326.16, "r": 628.8, "b": 117.6 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 10 }, { "id": "p63.12", "order": 52, "type": "footer", "bbox": { "l": 557.76, "t": 98.88, "r": 625.92, "b": 89.28 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 64, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 24, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 15 }, "build_ms": 2, "items": [ { "id": "p64.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 521.76, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 85", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p64.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 86", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p64.3", "order": 3, "type": "caption", "bbox": { "l": 122.4, "t": 490.08, "r": 278.4, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p64.4", "order": 4, "type": "figure", "bbox": { "l": 43.2, "t": 476.88, "r": 351.6, "b": 308.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 3 }, { "id": "p64.5", "order": 5, "type": "caption", "bbox": { "l": 503.28, "t": 489.84, "r": 690.96, "b": 479.76 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p64.6", "order": 6, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 747.84, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 13, "cells_flagged": 13, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.020 ac," }, { "row": 0, "col": 2, "coverage": 0, "text": "8.82% Impervious," }, { "row": 0, "col": 3, "coverage": 0, "text": "Inflow Depth = 1.04\" for 10-Year-Projected event" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.45 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "12.22 hrs," }, { "row": 1, "col": 3, "coverage": 0, "text": "Volume= 0.088 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.45 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "12.22 hrs," }, { "row": 2, "col": 3, "coverage": 0, "text": "Volume= 0.088 af," } ] } }, "children": [ { "id": "p64.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 495.36, "b": 464.72 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p64.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 495.36, "t": 473.28, "r": 558.48, "b": 464.72 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p64.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 558.48, "t": 473.28, "r": 621.6, "b": 464.72 }, "text": "8.82% Impervious,", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p64.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 621.6, "t": 473.28, "r": 684.72, "b": 464.72 }, "text": "Inflow Depth = 1.04\" for 10-Year-Projected event", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p64.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 684.72, "t": 473.28, "r": 747.84, "b": 464.72 }, "text": "", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p64.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.72, "r": 495.36, "b": 456.16 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p64.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 495.36, "t": 464.72, "r": 558.48, "b": 456.16 }, "text": "0.45 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p64.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 558.48, "t": 464.72, "r": 621.6, "b": 456.16 }, "text": "12.22 hrs,", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p64.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 621.6, "t": 464.72, "r": 684.72, "b": 456.16 }, "text": "Volume= 0.088 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p64.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 684.72, "t": 464.72, "r": 747.84, "b": 456.16 }, "text": "", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p64.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.16, "r": 495.36, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p64.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 495.36, "t": 456.16, "r": 558.48, "b": 447.6 }, "text": "0.45 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p64.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 558.48, "t": 456.16, "r": 621.6, "b": 447.6 }, "text": "12.22 hrs,", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p64.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 621.6, "t": 456.16, "r": 684.72, "b": 447.6 }, "text": "Volume= 0.088 af,", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p64.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 684.72, "t": 456.16, "r": 747.84, "b": 447.6 }, "text": "Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 14 } ], "reading_order": 5 }, { "id": "p64.7", "order": 22, "type": "caption", "bbox": { "l": 527.52, "t": 426.48, "r": 663.84, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p64.8", "order": 23, "type": "figure", "bbox": { "l": 439.44, "t": 414, "r": 747.36, "b": 246 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 7 }, { "id": "p64.9", "order": 24, "type": "footnote", "bbox": { "l": 433.44, "t": 442.56, "r": 634.32, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 } ] }, { "document_id": 11891, "page": 65, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 17, "counts_by_type": { "caption": 2, "figure": 2, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 2 }, "build_ms": 1, "items": [ { "id": "p65.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 87", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p65.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 88", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p65.3", "order": 3, "type": "heading", "bbox": { "l": 97.44, "t": 489.6, "r": 307.2, "b": 479.52 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p65.4", "order": 4, "type": "table", "bbox": { "l": 36, "t": 472.56, "r": 353.76, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p65.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36, "t": 472.56, "r": 194.88, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p65.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 194.88, "t": 472.56, "r": 353.76, "b": 464.24 }, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 1.66\" for 10-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p65.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 36, "t": 464.24, "r": 194.88, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p65.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 194.88, "t": 464.24, "r": 353.76, "b": 455.92 }, "text": "0.13 cfs @ 12.20 hrs, Volume= 0.021 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p65.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 36, "t": 455.92, "r": 194.88, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p65.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 194.88, "t": 455.92, "r": 353.76, "b": 447.6 }, "text": "0.13 cfs @ 12.20 hrs, Volume= 0.021 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p65.5", "order": 11, "type": "text", "bbox": { "l": 37.2, "t": 442.56, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p65.6", "order": 12, "type": "caption", "bbox": { "l": 121.2, "t": 426.24, "r": 279.84, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p65.7", "order": 13, "type": "figure", "bbox": { "l": 44.4, "t": 414.24, "r": 353.28, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p65.8", "order": 14, "type": "heading", "bbox": { "l": 467.76, "t": 489.84, "r": 729.84, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p65.9", "order": 15, "type": "text", "bbox": { "l": 429.36, "t": 480, "r": 749.04, "b": 411.12 }, "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 5.93\" for 10-Year-Projected event\nInflow = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af\nPrimary = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 16L: Study Area Basin A (Total)\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs\nFixed water surface Elevation= 117.75'", "reading_order": 8 }, { "id": "p65.10", "order": 16, "type": "caption", "bbox": { "l": 493.2, "t": 403.2, "r": 703.2, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p65.11", "order": 17, "type": "figure", "bbox": { "l": 439.2, "t": 388.56, "r": 748.08, "b": 223.2 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 66, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 20, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 3 }, "build_ms": 1, "items": [ { "id": "p66.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 89", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p66.2", "order": 2, "type": "header", "bbox": { "l": 433.68, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 90", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p66.3", "order": 3, "type": "heading", "bbox": { "l": 111.84, "t": 489.6, "r": 292.08, "b": 479.76 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p66.4", "order": 4, "type": "table", "bbox": { "l": 36, "t": 472.56, "r": 353.52, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p66.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36, "t": 472.56, "r": 194.76, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p66.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 194.76, "t": 472.56, "r": 353.52, "b": 464.24 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.16\" for 10-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p66.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 36, "t": 464.24, "r": 194.76, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p66.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 194.76, "t": 464.24, "r": 353.52, "b": 455.92 }, "text": "0.05 cfs @ 12.53 hrs, Volume= 0.014 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p66.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 36, "t": 455.92, "r": 194.76, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p66.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 194.76, "t": 455.92, "r": 353.52, "b": 447.6 }, "text": "0.05 cfs @ 12.53 hrs, Volume= 0.014 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p66.5", "order": 11, "type": "text", "bbox": { "l": 37.2, "t": 442.32, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p66.6", "order": 12, "type": "caption", "bbox": { "l": 135.84, "t": 426.24, "r": 264.72, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p66.7", "order": 13, "type": "figure", "bbox": { "l": 44.16, "t": 416.4, "r": 353.52, "b": 245.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p66.8", "order": 14, "type": "heading", "bbox": { "l": 501.84, "t": 489.6, "r": 692.88, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p66.9", "order": 15, "type": "text", "bbox": { "l": 432.48, "t": 473.52, "r": 748.08, "b": 444.24 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 5.95\" for 10-Year-Projected event\nInflow = 2.86 cfs @ 12.19 hrs, Volume = 0.367 af\nPrimary = 2.86 cfs @ 12.19 hrs, Volume = 0.367 af, Atten = 0%, Lag = 0.0 min\nRouted to Pond 21P: Basin A Routing (StormBrixx)", "reading_order": 8 }, { "id": "p66.10", "order": 16, "type": "text", "bbox": { "l": 433.68, "t": 434.64, "r": 634.56, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 9 }, { "id": "p66.11", "order": 17, "type": "caption", "bbox": { "l": 526.08, "t": 418.56, "r": 665.76, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p66.12", "order": 18, "type": "caption", "bbox": { "l": 559.92, "t": 405.6, "r": 593.04, "b": 398.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p66.13", "order": 19, "type": "figure", "bbox": { "l": 437.76, "t": 401.76, "r": 747.6, "b": 237.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 12 }, { "id": "p66.14", "order": 20, "type": "footnote", "bbox": { "l": 440.4, "t": 449.04, "r": 601.92, "b": 440.88 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 } ] }, { "document_id": 11891, "page": 67, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 51, "counts_by_type": { "caption": 1, "figure": 1, "footnote": 2, "header": 2, "table": 2, "table_cell": 41, "text": 2 }, "build_ms": 13, "items": [ { "id": "p67.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 522, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 91", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p67.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 92", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p67.3", "order": 3, "type": "text", "bbox": { "l": 89.28, "t": 489.84, "r": 316.08, "b": 479.52 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "reading_order": 2 }, { "id": "p67.4", "order": 4, "type": "table", "bbox": { "l": 36.24, "t": 472.8, "r": 353.52, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p67.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36.24, "t": 472.8, "r": 194.88, "b": 464.4 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p67.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 194.88, "t": 472.8, "r": 353.52, "b": 464.4 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 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"col": 0, "coverage": 0, "text": "Reach routing by Stor-Ind+Trans method - Pond routing by St…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Subcatchment3S: Ex. Study Area West" }, { "row": 3, "col": 1, "coverage": 0.31, "text": "Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=1.83\" Fl…" }, { "row": 4, "col": 0, "coverage": 0, "text": "Subcatchment4S: Ex. Study Area West" }, { "row": 4, "col": 1, "coverage": 0.13, "text": "Runoff Area=0.090 ac 100.00% Impervious Runoff Depth=9.24\" …" }, { "row": 5, "col": 1, "coverage": 0.12, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=9.24\" …" }, { "row": 6, "col": 1, "coverage": 0.12, "text": "Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=1.83\" Fl…" }, { "row": 7, "col": 0, "coverage": 0.4, "text": "Subcatchment10S: Study Area WQ MTD" }, { "row": 7, "col": 1, "coverage": 0.13, "text": "Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=9.24\" …" }, { "row": 8, "col": 0, "coverage": 0.4, "text": "Subcatchment11S: Study Area WQ MTD" } ] } }, "children": [ { "id": "p67.7.1", "order": 14, "type": "table_cell", "bbox": { "l": 431.76, "t": 488.16, "r": 754.56, "b": 468.2653 }, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 0 }, { "id": "p67.7.2", "order": 15, "type": "table_cell", "bbox": { "l": 431.76, "t": 468.2653, "r": 754.56, "b": 448.3705 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 1 }, { "id": "p67.7.3", "order": 16, "type": "table_cell", "bbox": { "l": 431.76, "t": 448.3705, "r": 754.56, "b": 428.4758 }, "text": "Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 2 }, { "id": "p67.7.4", "order": 17, "type": "table_cell", "bbox": { "l": 431.76, "t": 428.4758, "r": 539.36, "b": 408.5811 }, "text": "Subcatchment3S: Ex. 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Area Roof (Imp)", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p67.7.21", "order": 34, "type": "table_cell", "bbox": { "l": 539.36, "t": 269.3179, "r": 754.56, "b": 249.4232 }, "text": "Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=9.24\" Flow Length=207' Slope=0.0100'/' Tc=10.0 min CN=98 Runoff=0.65 cfs 0.085 af", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 20 }, { "id": "p67.7.22", "order": 35, "type": "table_cell", "bbox": { "l": 431.76, "t": 249.4232, "r": 539.36, "b": 229.5284 }, "text": "Subcatchment19S: Study Area Road", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p67.7.23", "order": 36, "type": "table_cell", "bbox": { "l": 539.36, "t": 249.4232, "r": 754.56, "b": 229.5284 }, "text": "Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=1.83\" Flow Length=58' Slope=0.0300'/' Tc=10.0 min CN=39 Runoff=0.09 cfs 0.014 af", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 22 }, { "id": "p67.7.24", "order": 37, "type": "table_cell", "bbox": { "l": 435.015143, "t": 411.117905, "r": 562.393791, "b": 404.758103 }, "text": "Pond 21P: Basin A Routing (StormBrixx) Discarded=0.71 cfs", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 23 }, { "id": "p67.7.25", "order": 38, "type": "table_cell", "bbox": { "l": 539.36, "t": 229.5284, "r": 754.56, "b": 209.6337 }, "text": "Peak Elev=119.50' Storage=5,809 cf Inflow=4.30 cfs 0.557 af 0.505 af Primary=0.62 cfs 0.052 af Outflow=1.33 cfs 0.557 af", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 24 }, { "id": "p67.7.26", "order": 39, "type": "table_cell", "bbox": { "l": 435.015143, "t": 388.441914, "r": 546.053149, "b": 382.082112 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 25 }, { "id": "p67.7.27", "order": 40, "type": "table_cell", "bbox": { "l": 679.055412, "t": 388.568906, "r": 751.78904, "b": 375.165769 }, "text": "Inflow=1.51 cfs 0.211 af Primary=1.51 cfs 0.211 af", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 26 }, { "id": "p67.7.28", "order": 41, "type": "table_cell", "bbox": { "l": 435.015143, "t": 365.764923, "r": 564.198675, "b": 359.405121 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 27 }, { "id": "p67.7.29", "order": 42, "type": "table_cell", "bbox": { "l": 679.055412, "t": 365.892915, "r": 751.789984, "b": 352.488778 }, "text": "Inflow=0.30 cfs 0.041 af Primary=0.30 cfs 0.041 af", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 28 }, { "id": "p67.7.30", "order": 43, "type": "table_cell", "bbox": { "l": 435.015143, "t": 343.088932, "r": 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17, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 32 }, { "id": "p67.7.34", "order": 47, "type": "table_cell", "bbox": { "l": 435.015143, "t": 297.73595, "r": 548.243971, "b": 291.376148 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 33 }, { "id": "p67.7.35", "order": 48, "type": "table_cell", "bbox": { "l": 684.270715, "t": 297.863443, "r": 751.789984, "b": 292.018602 }, "text": "Inflow=4.30 cfs 0.557 af", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 6 }, { "id": "p67.8", "order": 49, "type": "text", "bbox": { "l": 432.72, "t": 120.24, "r": 754.32, "b": 104.64 }, "text": "Link 16L: Study Area Basin A (Total) Inflow=4.30 cfs 0.557 af Primary=4.30 cfs 0.557 af", "reading_order": 7 }, { "id": "p67.9", "order": 50, "type": "footnote", "bbox": { "l": 37.2, "t": 442.56, "r": 238.8, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 8 }, { "id": "p67.10", "order": 51, "type": "footnote", "bbox": { "l": 169.44, "t": 250.08, "r": 201.12, "b": 245.04 }, "text": "", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 } ] }, { "document_id": 11891, "page": 68, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 68, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "form_field": 1, "heading": 1, "table": 3, "table_cell": 56, "text": 2 }, "build_ms": 6, "items": [ { "id": "p68.1", "order": 1, "type": "table", "bbox": { "l": 37.44, "t": 523.44, "r": 364.08, "b": 451.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ 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"attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p68.1.9", "order": 10, "type": "table_cell", "bbox": { "l": 255.2, "t": 502.9371, "r": 364.08, "b": 492.6857 }, "text": "Page 93", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p68.1.10", "order": 11, "type": "table_cell", "bbox": { "l": 37.44, "t": 492.6857, "r": 146.32, "b": 482.4343 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p68.1.11", "order": 12, "type": "table_cell", "bbox": { "l": 146.32, "t": 492.6857, "r": 255.2, "b": 482.4343 }, "text": "Inflow=0.27 cfs", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p68.1.12", "order": 13, "type": "table_cell", "bbox": { "l": 255.2, "t": 492.6857, "r": 364.08, "b": 482.4343 }, "text": "0.037 af", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p68.1.13", "order": 14, "type": "table_cell", "bbox": { "l": 37.44, "t": 482.4343, "r": 146.32, "b": 472.1829 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p68.1.14", "order": 15, "type": "table_cell", "bbox": { "l": 146.32, "t": 482.4343, "r": 255.2, "b": 472.1829 }, "text": "Primary=0.27 cfs", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p68.1.15", "order": 16, "type": "table_cell", "bbox": { "l": 255.2, "t": 482.4343, "r": 364.08, "b": 472.1829 }, "text": "0.037 af", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p68.1.16", "order": 17, "type": "table_cell", "bbox": { "l": 37.44, "t": 472.1829, "r": 146.32, "b": 461.9314 }, "text": "Total Runoff Area = 2.340 ac", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p68.1.17", "order": 18, "type": "table_cell", "bbox": { "l": 146.32, "t": 472.1829, "r": 255.2, "b": 461.9314 }, "text": "Runoff Volume = 0.895 af", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p68.1.18", "order": 19, "type": "table_cell", "bbox": { "l": 255.2, "t": 472.1829, "r": 364.08, "b": 461.9314 }, "text": "Average Runoff Depth = 4.59\"", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p68.1.19", "order": 20, "type": "table_cell", "bbox": { "l": 37.44, "t": 461.9314, "r": 255.2, "b": 451.68 }, "text": "62.82% Pervious = 1.470 ac", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 18 }, { "id": "p68.1.20", "order": 21, "type": "table_cell", "bbox": { "l": 255.2, "t": 461.9314, "r": 364.08, "b": 451.68 }, "text": "37.18% Impervious = 0.870 ac", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 19 } ], "reading_order": 0 }, { "id": "p68.2", "order": 22, "type": 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[ { "id": "p68.2.2.1", "order": 25, "type": "form_field", "bbox": { "l": 406.37, "t": 522.72, "r": 418.37, "b": 510.72 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions …", "source": "glyph_estimate", "bbox_estimated": true, "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p68.2.2", "text_offset": 71, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 1 }, { "id": "p68.2.3", "order": 26, "type": "table_cell", "bbox": { "l": 518.64, "t": 522.72, "r": 757.44, "b": 496.8 }, "text": "NOAA 24-hr D 100-Year-Current Rainfall=9.48\" Printed 2/10/2026 Page 94", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 2 } ], "reading_order": 1 }, { "id": "p68.3", "order": 27, "type": "heading", "bbox": { "l": 484.8, "t": 489.6, "r": 711.84, "b": 480 }, "text": "Summary for Subcatchment 3S: Ex. Study Area West (Perv)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p68.4", "order": 28, "type": "text", "bbox": { "l": 433.92, "t": 472.8, "r": 690.48, "b": 455.52 }, "text": "Runoff = 0.98 cfs @ 12.22 hrs, Volume= 0.142 af, Depth= 1.83\"\nRouted to Link 5L : Ex Study Area West (Total)", "reading_order": 3 }, { "id": "p68.5", "order": 29, "type": "text", "bbox": { "l": 432.96, "t": 449.52, "r": 742.56, "b": 433.44 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100-Year-Current Rainfall=9.48\"", "reading_order": 4 }, { "id": "p68.6", "order": 30, "type": "table", "bbox": { "l": 432.48, "t": 427.44, "r": 752.16, "b": 331.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 29, "cells_flagged": 29, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Area (ac)" }, { "row": 0, "col": 1, "coverage": 0, "text": 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"t": 427.44, "r": 539.04, "b": 413.7943 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p68.6.3", "order": 33, "type": "table_cell", "bbox": { "l": 539.04, "t": 427.44, "r": 752.16, "b": 413.7943 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p68.6.4", "order": 34, "type": "table_cell", "bbox": { "l": 432.48, "t": 413.7943, "r": 485.76, "b": 400.1486 }, "text": "0.930", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p68.6.5", "order": 35, "type": "table_cell", "bbox": { "l": 485.76, "t": 413.7943, "r": 539.04, "b": 400.1486 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p68.6.6", "order": 36, "type": "table_cell", "bbox": { "l": 539.04, "t": 413.7943, "r": 752.16, "b": 400.1486 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p68.6.7", "order": 37, "type": "table_cell", "bbox": { "l": 432.48, "t": 400.1486, "r": 485.76, "b": 386.5029 }, "text": "0.930", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p68.6.8", "order": 38, "type": "table_cell", "bbox": { "l": 485.76, "t": 400.1486, "r": 539.04, "b": 386.5029 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p68.6.9", "order": 39, "type": "table_cell", "bbox": { "l": 539.04, "t": 400.1486, "r": 752.16, "b": 386.5029 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p68.6.10", "order": 40, "type": "table_cell", "bbox": { "l": 432.48, "t": 386.5029, "r": 485.76, "b": 372.8571 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p68.6.11", "order": 41, "type": "table_cell", "bbox": { "l": 485.76, "t": 386.5029, "r": 539.04, "b": 372.8571 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p68.6.12", "order": 42, "type": "table_cell", "bbox": { "l": 539.04, "t": 386.5029, "r": 592.32, "b": 372.8571 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p68.6.13", "order": 43, "type": "table_cell", "bbox": { "l": 592.32, "t": 386.5029, "r": 645.6, "b": 372.8571 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p68.6.14", "order": 44, "type": "table_cell", "bbox": { "l": 645.6, "t": 386.5029, "r": 698.88, "b": 372.8571 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 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645.6, "b": 359.2114 }, "text": "0.09", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p68.6.20", "order": 50, "type": "table_cell", "bbox": { "l": 645.6, "t": 372.8571, "r": 698.88, "b": 359.2114 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p68.6.21", "order": 51, "type": "table_cell", "bbox": { "l": 698.88, "t": 372.8571, "r": 752.16, "b": 359.2114 }, "text": "Sheet Flow, A-B\\nWoods: Light underbrush n= 0.400 P2= 4.04\" Using McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p68.6.22", "order": 52, "type": "table_cell", "bbox": { "l": 432.48, "t": 359.2114, "r": 485.76, "b": 345.5657 }, "text": "0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p68.6.23", "order": 53, "type": "table_cell", "bbox": { "l": 485.76, "t": 359.2114, "r": 539.04, "b": 345.5657 }, "text": "51", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p68.6.24", "order": 54, "type": "table_cell", "bbox": { "l": 539.04, "t": 359.2114, "r": 592.32, "b": 345.5657 }, "text": "0.0200", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p68.6.25", "order": 55, "type": "table_cell", "bbox": { "l": 592.32, "t": 359.2114, "r": 645.6, "b": 345.5657 }, "text": "2.28", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p68.6.26", "order": 56, "type": "table_cell", "bbox": { "l": 645.6, "t": 359.2114, "r": 698.88, "b": 345.5657 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p68.6.27", "order": 57, "type": "table_cell", "bbox": { "l": 698.88, "t": 359.2114, "r": 752.16, "b": 345.5657 }, "text": "Shallow Concentrated Flow, B-C\\nUnpaved Kv= 16.1 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p68.6.28", "order": 58, "type": "table_cell", "bbox": { "l": 432.48, "t": 345.5657, "r": 485.76, "b": 331.92 }, "text": "8.8", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p68.6.29", "order": 59, "type": "table_cell", "bbox": { "l": 485.76, "t": 345.5657, "r": 539.04, "b": 331.92 }, "text": "98", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p68.6.30", "order": 60, "type": "table_cell", "bbox": { "l": 539.04, "t": 345.5657, "r": 592.32, "b": 331.92 }, "text": "Total, Increased to minimum", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p68.6.31", "order": 61, "type": "table_cell", "bbox": { "l": 592.32, "t": 345.5657, "r": 645.6, "b": 331.92 }, "text": "", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p68.6.32", "order": 62, "type": "table_cell", "bbox": 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"row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 9.04\" for 100-Y…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "4.30 cfs @ 12.19 hrs, Volume= 0.557 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow =" }, { "row": 2, "col": 1, "coverage": 0, "text": "1.33 cfs @ 12.73 hrs, Volume= 0.557 af, Atten= 69%, Lag= 32…" }, { "row": 3, "col": 1, "coverage": 0, "text": "0.71 cfs @ 12.73 hrs, Volume= 0.505 af" }, { "row": 4, "col": 1, "coverage": 0, "text": "0.62 cfs @ 12.73 hrs, Volume= 0.052 af" }, { "row": 5, "col": 0, "coverage": 0.13, "text": "Routed to Link 14L: Study Area West (Total)" } ] } }, "children": [ { "id": "p73.12.1", "order": 50, "type": "table_cell", "bbox": { "l": 433.68, "t": 473.76, "r": 588.96, "b": 465.88 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p73.12.2", "order": 51, "type": "table_cell", "bbox": { "l": 588.96, "t": 473.76, "r": 744.24, "b": 465.88 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 9.04\" for 100-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p73.12.3", "order": 52, "type": "table_cell", "bbox": { "l": 433.68, "t": 465.88, "r": 588.96, "b": 458 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p73.12.4", "order": 53, "type": "table_cell", "bbox": { "l": 588.96, "t": 465.88, "r": 744.24, "b": 458 }, "text": "4.30 cfs @ 12.19 hrs, Volume= 0.557 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p73.12.5", "order": 54, "type": "table_cell", "bbox": { "l": 433.68, "t": 458, "r": 588.96, "b": 450.12 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p73.12.6", "order": 55, "type": "table_cell", "bbox": { "l": 588.96, "t": 458, "r": 744.24, "b": 450.12 }, "text": "1.33 cfs @ 12.73 hrs, Volume= 0.557 af, Atten= 69%, Lag= 32.5 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p73.12.7", "order": 56, "type": "table_cell", "bbox": { "l": 462.980998, "t": 420.181767, "r": 493.376467, "b": 413.82873 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p73.12.8", "order": 57, "type": "table_cell", "bbox": { "l": 588.96, "t": 450.12, "r": 744.24, "b": 442.24 }, "text": "0.71 cfs @ 12.73 hrs, Volume= 0.505 af", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p73.12.9", "order": 58, "type": "table_cell", "bbox": { "l": 462.980899, "t": 457.976121, "r": 486.238396, "b": 451.623084 }, "text": "Primary =", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p73.12.10", "order": 59, "type": "table_cell", "bbox": { "l": 588.96, "t": 442.24, "r": 744.24, "b": 434.36 }, "text": "0.62 cfs @ 12.73 hrs, Volume= 0.052 af", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p73.12.11", "order": 60, "type": "table_cell", "bbox": { "l": 433.68, "t": 434.36, "r": 744.24, "b": 426.48 }, "text": "Routed to Link 14L: Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 10 } ], "reading_order": 11 }, { "id": "p73.13", "order": 61, "type": "text", "bbox": { "l": 433.2, "t": 419.76, "r": 657.12, "b": 402.72 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs\nPeak Elev= 119.50' @ 12.73 hrs Surf.Area= 3,001 sf Storage= 5,809 cf", "reading_order": 12 }, { "id": "p73.14", "order": 62, "type": "text", "bbox": { "l": 432.96, "t": 397.2, "r": 661.44, "b": 380.16 }, "text": "Plug-Flow detention time=37.4 min calculated for 0.557 af (100% of inflow) Center-of-Mass det. time=37.3 min (788.0 - 750.6)", "reading_order": 13 }, { "id": "p73.15", "order": 63, "type": "table", "bbox": { "l": 432.24, "t": 374.16, "r": 751.92, "b": 319.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p73.15.1", "order": 64, "type": "table_cell", "bbox": { "l": 432.24, "t": 374.16, "r": 512.16, "b": 355.84 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p73.15.2", "order": 65, "type": "table_cell", "bbox": { "l": 512.16, "t": 374.16, "r": 592.08, "b": 355.84 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p73.15.3", "order": 66, "type": "table_cell", "bbox": { "l": 592.08, "t": 374.16, "r": 672, "b": 355.84 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p73.15.4", "order": 67, "type": "table_cell", "bbox": { "l": 672, "t": 374.16, "r": 751.92, "b": 355.84 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p73.15.5", "order": 68, "type": "table_cell", "bbox": { "l": 432.24, "t": 355.84, "r": 512.16, "b": 337.52 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p73.15.6", "order": 69, "type": "table_cell", "bbox": { "l": 512.16, "t": 355.84, "r": 592.08, "b": 337.52 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p73.15.7", "order": 70, "type": "table_cell", "bbox": { "l": 592.08, "t": 355.84, "r": 672, "b": 337.52 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p73.15.8", "order": 71, "type": "table_cell", "bbox": { "l": 672, "t": 355.84, "r": 751.92, "b": 337.52 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p73.15.9", "order": 72, "type": "table_cell", "bbox": { "l": 432.24, "t": 337.52, "r": 512.16, "b": 319.2 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p73.15.10", "order": 73, "type": "table_cell", "bbox": { "l": 512.16, "t": 337.52, "r": 592.08, "b": 319.2 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p73.15.11", "order": 74, "type": "table_cell", "bbox": { "l": 592.08, "t": 337.52, "r": 672, "b": 319.2 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p73.15.12", "order": 75, "type": "table_cell", "bbox": { "l": 672, "t": 337.52, "r": 751.92, "b": 319.2 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside = 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside = 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 14 }, { "id": "p73.16", "order": 76, "type": "caption", "bbox": { "l": 522.72, "t": 318.24, "r": 628.08, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 15 }, { "id": "p73.17", "order": 77, "type": "text", "bbox": { "l": 442.32, "t": 304.08, "r": 587.52, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 16 }, { "id": "p73.18", "order": 78, "type": "table", "bbox": { "l": 432.72, "t": 290.64, "r": 751.92, "b": 171.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p73.18.1", "order": 79, "type": "table_cell", "bbox": { "l": 432.72, "t": 290.64, "r": 512.52, "b": 270.84 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p73.18.2", "order": 80, "type": "table_cell", "bbox": { "l": 512.52, "t": 290.64, "r": 592.32, "b": 270.84 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p73.18.3", "order": 81, "type": "table_cell", "bbox": { "l": 592.32, "t": 290.64, "r": 672.12, "b": 270.84 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p73.18.4", "order": 82, "type": "table_cell", "bbox": { "l": 672.12, "t": 290.64, "r": 751.92, "b": 270.84 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p73.18.5", "order": 83, "type": "table_cell", "bbox": { "l": 432.72, "t": 270.84, "r": 512.52, "b": 251.04 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p73.18.6", "order": 84, "type": "table_cell", "bbox": { "l": 512.52, "t": 270.84, "r": 592.32, "b": 251.04 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p73.18.7", "order": 85, "type": "table_cell", "bbox": { "l": 592.32, "t": 270.84, "r": 672.12, "b": 251.04 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p73.18.8", "order": 86, "type": "table_cell", "bbox": { "l": 672.12, "t": 270.84, "r": 751.92, "b": 251.04 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50' / 117.40' S= 0.0045'' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p73.18.9", "order": 87, "type": "table_cell", "bbox": { "l": 432.72, "t": 251.04, "r": 512.52, "b": 231.24 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p73.18.10", "order": 88, "type": "table_cell", "bbox": { "l": 512.52, "t": 251.04, "r": 592.32, "b": 231.24 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p73.18.11", "order": 89, "type": "table_cell", "bbox": { "l": 592.32, "t": 251.04, "r": 672.12, "b": 231.24 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p73.18.12", "order": 90, "type": "table_cell", "bbox": { "l": 672.12, "t": 251.04, "r": 751.92, "b": 231.24 }, "text": "6.0'' Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p73.18.13", "order": 91, "type": "table_cell", "bbox": { "l": 432.72, "t": 231.24, "r": 512.52, "b": 211.44 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p73.18.14", "order": 92, "type": "table_cell", "bbox": { "l": 512.52, "t": 231.24, "r": 592.32, "b": 211.44 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p73.18.15", "order": 93, "type": "table_cell", "bbox": { "l": 592.32, "t": 231.24, "r": 672.12, "b": 211.44 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p73.18.16", "order": 94, "type": "table_cell", "bbox": { "l": 672.12, "t": 231.24, "r": 751.92, "b": 211.44 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p73.18.17", "order": 95, "type": "table_cell", "bbox": { "l": 432.72, "t": 211.44, "r": 751.92, "b": 191.64 }, "text": "Discarded OutFlow Max=0.71 cfs @ 12.73 hrs HW=119.49' (Free Discharge)\\n—3=Exfiltration ( Controls 0.71 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p73.18.18", "order": 96, "type": "table_cell", "bbox": { "l": 432.72, "t": 191.64, "r": 751.92, "b": 171.84 }, "text": "Primary OutFlow Max=0.62 cfs @ 12.73 hrs HW=119.49' (Free Discharge)\\n—1=Culvert (Passes 0.62 cfs of 6.91 cfs potential flow)\\n—2=Orifice (Orifice Controls 0.62 cfs @ 3.17 fps)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 17 } ] }, { "document_id": 11891, "page": 74, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 12, "counts_by_type": { "caption": 1, "figure": 2, "footer": 1, "footnote": 2, "header": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p74.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 522, "r": 360, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 105", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p74.2", "order": 2, "type": "header", "bbox": { "l": 432, "t": 522.24, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 106", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p74.3", "order": 3, "type": "heading", "bbox": { "l": 75.6, "t": 489.84, "r": 329.52, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p74.4", "order": 4, "type": "text", "bbox": { "l": 37.2, "t": 472.56, "r": 242.4, "b": 447.12 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx® SD)\nInside = 23.7\" W x 36.0\" H => 5.75 sf x 3.95' L = 22.7 cf\nOutside = 23.7\" W x 36.0\" H => 5.93 sf x 3.95' L = 23.4 cf", "reading_order": 3 }, { "id": "p74.5", "order": 5, "type": "text", "bbox": { "l": 37.2, "t": 440.16, "r": 205.2, "b": 390 }, "text": "24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8.728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8.998.6 cf Displacement", "reading_order": 4 }, { "id": "p74.6", "order": 6, "type": "text", "bbox": { "l": 37.44, "t": 383.28, "r": 174.24, "b": 332.16 }, "text": "Chamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "reading_order": 5 }, { "id": "p74.7", "order": 7, "type": "figure", "bbox": { "l": 162.96, "t": 325.92, "r": 233.04, "b": 118.32 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 6 }, { "id": "p74.8", "order": 8, "type": "caption", "bbox": { "l": 517.92, "t": 490.08, "r": 673.92, "b": 479.76 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p74.9", "order": 9, "type": "figure", "bbox": { "l": 436.56, "t": 475.92, "r": 742.56, "b": 310.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p74.10", "order": 10, "type": "footnote", "bbox": { "l": 714.72, "t": 463.2, "r": 746.4, "b": 439.44 }, "text": "Inflow Outflow Discarded Primary", "attrs": { "block_label": "vision_footnote" }, "reading_order": 9 }, { "id": "p74.11", "order": 11, "type": "footnote", "bbox": { "l": 455.04, "t": 320.88, "r": 684.96, "b": 308.4 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p74.12", "order": 12, "type": "footer", "bbox": { "l": 162.72, "t": 99.12, "r": 233.52, "b": 89.04 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 75, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 28, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 2, "table_cell": 15 }, "build_ms": 3, "items": [ { "id": "p75.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 107", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p75.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 108", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p75.3", "order": 3, "type": "heading", "bbox": { "l": 107.52, "t": 489.6, "r": 295.44, "b": 479.52 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p75.4", "order": 4, "type": "table", "bbox": { "l": 36, "t": 472.56, "r": 350.4, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p75.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36, "t": 472.56, "r": 140.8, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p75.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 140.8, "t": 472.56, "r": 245.6, "b": 464.24 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p75.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 245.6, "t": 472.56, "r": 350.4, "b": 464.24 }, "text": "8.82% Impervious, Inflow Depth = 2.49\" for 100-Year-Current event", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p75.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 36, "t": 464.24, "r": 140.8, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p75.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 140.8, "t": 464.24, "r": 245.6, "b": 455.92 }, "text": "1.51 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p75.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 245.6, "t": 464.24, "r": 350.4, "b": 455.92 }, "text": "12.21 hrs, Volume= 0.211 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p75.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 36, "t": 455.92, "r": 140.8, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p75.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 140.8, "t": 455.92, "r": 245.6, "b": 447.6 }, "text": "1.51 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p75.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 245.6, "t": 455.92, "r": 350.4, "b": 447.6 }, "text": "12.21 hrs, Volume= 0.211 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 3 }, { "id": "p75.5", "order": 14, "type": "caption", "bbox": { "l": 132, "t": 426.48, "r": 268.8, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p75.6", "order": 15, "type": "figure", "bbox": { "l": 43.92, "t": 417.12, "r": 352.8, "b": 246.48 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p75.7", "order": 16, "type": "caption", "bbox": { "l": 168, "t": 250.32, "r": 199.2, "b": 245.28 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p75.8", "order": 17, "type": "heading", "bbox": { "l": 492.96, "t": 489.84, "r": 702, "b": 479.76 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p75.9", "order": 18, "type": "table", "bbox": { "l": 432.48, "t": 473.28, "r": 746.4, "b": 447.84 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 3.32\" for 100-Y…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.30 cfs @ 12.21 hrs, Volume= 0.041 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.30 cfs @ 12.21 hrs, Volume= 0.041 af, Atten= 0%, Laq= 0.0…" } ] } }, "children": [ { "id": "p75.9.1", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 473.28, "r": 589.44, "b": 464.8 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p75.9.2", "order": 20, "type": "table_cell", "bbox": { "l": 589.44, "t": 473.28, "r": 746.4, "b": 464.8 }, "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 3.32\" for 100-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p75.9.3", "order": 21, "type": "table_cell", "bbox": { "l": 432.48, "t": 464.8, "r": 589.44, "b": 456.32 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p75.9.4", "order": 22, "type": "table_cell", "bbox": { "l": 589.44, "t": 464.8, "r": 746.4, "b": 456.32 }, "text": "0.30 cfs @ 12.21 hrs, Volume= 0.041 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p75.9.5", "order": 23, "type": "table_cell", "bbox": { "l": 432.48, "t": 456.32, "r": 589.44, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p75.9.6", "order": 24, "type": "table_cell", "bbox": { "l": 589.44, "t": 456.32, "r": 746.4, "b": 447.84 }, "text": "0.30 cfs @ 12.21 hrs, Volume= 0.041 af, Atten= 0%, Laq= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p75.10", "order": 25, "type": "caption", "bbox": { "l": 517.44, "t": 426.48, "r": 675.36, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p75.11", "order": 26, "type": "figure", "bbox": { "l": 438.72, "t": 414.72, "r": 746.88, "b": 246 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 10 }, { "id": "p75.12", "order": 27, "type": "footnote", "bbox": { "l": 37.2, "t": 442.56, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 }, { "id": "p75.13", "order": 28, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 76, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 15, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 1, "header": 2, "heading": 1, "table": 1, "table_cell": 4, "text": 2 }, "build_ms": 2, "items": [ { "id": "p76.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 521.76, "r": 360.96, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 109", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p76.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 110", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p76.3", "order": 3, "type": "heading", "bbox": { "l": 71.52, "t": 489.6, "r": 334.56, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p76.4", "order": 4, "type": "text", "bbox": { "l": 36, "t": 472.32, "r": 349.92, "b": 410.88 }, "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 9.00\" for 100-Year-Current event\nInflow = 3.65 cfs @ 12.19 hrs, Volume = 0.473 af\nPrimary = 3.65 cfs @ 12.19 hrs, Volume = 0.473 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 16L : Study Area Basin A (Total)\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs\nFixed water surface Elevation= 117.75'", "reading_order": 3 }, { "id": "p76.5", "order": 5, "type": "caption", "bbox": { "l": 96.72, "t": 403.2, "r": 307.68, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p76.6", "order": 6, "type": "figure", "bbox": { "l": 45.12, "t": 389.52, "r": 352.8, "b": 227.28 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p76.7", "order": 7, "type": "table", "bbox": { "l": 430.8, "t": 520.8, "r": 751.92, "b": 443.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 1, "integrity": { "cells_checked": 4, "cells_flagged": 4, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Summary for Link 14L: Study Area West (Total)" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow Area = 1.050 ac, 68.57% Impervious, Inflow Depth = 1…" }, { "row": 2, "col": 0, "coverage": 0, "text": "Inflow = 0.80 cfs @ 12.63 hrs, Volume= 0.099 af" }, { "row": 3, "col": 0, "coverage": 0, "text": "Primary = 0.80 cfs @ 12.63 hrs, Volume= 0.099 af, Atten= 0%…" } ] } }, "children": [ { "id": "p76.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 430.8, "t": 520.8, "r": 751.92, "b": 501.54 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p76.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 430.8, "t": 501.54, "r": 751.92, "b": 482.28 }, "text": "Inflow Area = 1.050 ac, 68.57% Impervious, Inflow Depth = 1.14\" for 100-Year-Current event", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p76.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 430.8, "t": 482.28, "r": 751.92, "b": 463.02 }, "text": "Inflow = 0.80 cfs @ 12.63 hrs, Volume= 0.099 af", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p76.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 430.8, "t": 463.02, "r": 751.92, "b": 443.76 }, "text": "Primary = 0.80 cfs @ 12.63 hrs, Volume= 0.099 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 } ], "reading_order": 6 }, { "id": "p76.8", "order": 12, "type": "text", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 7 }, { "id": "p76.9", "order": 13, "type": "caption", "bbox": { "l": 531.6, "t": 426.48, "r": 660, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p76.10", "order": 14, "type": "figure", "bbox": { "l": 438.96, "t": 412.32, "r": 747.36, "b": 245.04 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 9 }, { "id": "p76.11", "order": 15, "type": "footnote", "bbox": { "l": 59.04, "t": 233.52, "r": 308.4, "b": 222.72 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 77, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 18, "counts_by_type": { "caption": 2, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 1 }, "build_ms": 2, "items": [ { "id": "p77.1", "order": 1, "type": "header", "bbox": { "l": 36.72, "t": 522, "r": 360.72, "b": 497.04 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 111", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p77.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Current Rainfall=9.48\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 112", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p77.3", "order": 3, "type": "heading", "bbox": { "l": 106.56, "t": 489.6, "r": 297.36, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p77.4", "order": 4, "type": "text", "bbox": { "l": 34.08, "t": 472.56, "r": 350.4, "b": 443.76 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 9.04\" for 100-Year-Current event\nInflow = 4.30 cfs @ 12.19 hrs, Volume = 0.557 af\nPrimary = 4.30 cfs @ 12.19 hrs, Volume = 0.557 af, Atten = 0%, Lag = 0.0 min\nRouted to Pond 21P: Basin A Routing (StormBrixx)", "reading_order": 3 }, { "id": "p77.5", "order": 5, "type": "caption", "bbox": { "l": 131.04, "t": 418.56, "r": 270.48, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p77.6", "order": 6, "type": "figure", "bbox": { "l": 43.68, "t": 407.76, "r": 353.52, "b": 237.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p77.7", "order": 7, "type": "heading", "bbox": { "l": 484.8, "t": 489.84, "r": 711.36, "b": 479.76 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p77.8", "order": 8, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 746.4, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 3.69\" for 100-Y…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.27 cfs @ 12.20 hrs, Volume= 0.037 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.27 cfs @ 12.20 hrs, Volume= 0.037 af, Atten= 0%, Lag= 0.0…" } ] } }, "children": [ { "id": "p77.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 589.32, "b": 464.72 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p77.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 589.32, "t": 473.28, "r": 746.4, "b": 464.72 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 3.69\" for 100-Year-Current event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p77.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.72, "r": 589.32, "b": 456.16 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p77.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 589.32, "t": 464.72, "r": 746.4, "b": 456.16 }, "text": "0.27 cfs @ 12.20 hrs, Volume= 0.037 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p77.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.16, "r": 589.32, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p77.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 589.32, "t": 456.16, "r": 746.4, "b": 447.6 }, "text": "0.27 cfs @ 12.20 hrs, Volume= 0.037 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 7 }, { "id": "p77.9", "order": 15, "type": "caption", "bbox": { "l": 509.04, "t": 426.24, "r": 683.76, "b": 416.4 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 8 }, { "id": "p77.10", "order": 16, "type": "figure", "bbox": { "l": 438.96, "t": 413.52, "r": 747.84, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 9 }, { "id": "p77.11", "order": 17, "type": "footnote", "bbox": { "l": 37.44, "t": 434.64, "r": 238.8, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 }, { "id": "p77.12", "order": 18, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.32, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 78, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 63, "counts_by_type": { "form_field": 2, "header": 1, "table": 2, "table_cell": 55, "text": 3 }, "build_ms": 13, "items": [ { "id": "p78.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 522, "r": 361.2, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 113", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p78.2", "order": 2, "type": "table", "bbox": { "l": 36.72, "t": 501.951861, "r": 360, "b": 104.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 26, "n_cols": 4, "integrity": { "cells_checked": 42, "cells_flagged": 25, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points" }, { "row": 1, "col": 0, "coverage": 0.14, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN" }, { "row": 2, "col": 0, "coverage": 0, "text": "Reach routing by Stor-Ind+Trans method - Pond routing by St…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Subcatchment3S: Ex. Study Area West" }, { "row": 3, "col": 1, "coverage": 0, "text": "Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=2.87\"" }, { "row": 4, "col": 1, "coverage": 0, "text": "Flow Length=98' Tc=10.0 min CN=39 Runoff=1.73 cfs 0.222 af" }, { "row": 5, "col": 0, "coverage": 0, "text": "Subcatchment4S: Ex. Study Area West" }, { "row": 5, "col": 1, "coverage": 0, "text": "Runoff Area=0.090 ac 100.00% Impervious Runoff Depth=11.17\"" }, { "row": 6, "col": 1, "coverage": 0.22, "text": "Flow Length=248' Tc=10.0 min CN=98 Runoff=0.64 cfs 0.084 af" }, { "row": 8, "col": 1, "coverage": 0.2, "text": "Flow Length=82' Slope=0.0150 /\" Tc=10.0 min CN=98 Runoff=0.…" }, { "row": 9, "col": 0, "coverage": 0.2, "text": "Subcatchment7S: Ex. Study Area Road" }, { "row": 9, "col": 1, "coverage": 0, "text": "Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=2.87\"" } ] } }, "children": [ { "id": "p78.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 36.72, "t": 491.76, "r": 360, "b": 478.4193 }, "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 0 }, { "id": "p78.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 36.72, "t": 478.4193, "r": 360, "b": 465.0786 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 1 }, { "id": "p78.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 36.72, "t": 465.0786, "r": 360, "b": 451.7379 }, "text": "Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 2 }, { "id": "p78.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 36.72, "t": 451.7379, "r": 117.54, "b": 438.3972 }, "text": "Subcatchment3S: Ex. Study Area West", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p78.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 117.54, "t": 451.7379, "r": 360, "b": 438.3972 }, "text": "Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=2.87\"", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 4 }, { "id": "p78.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 36.72, "t": 438.3972, "r": 117.54, "b": 425.0566 }, "text": "", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p78.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 117.54, "t": 438.3972, "r": 360, "b": 425.0566 }, "text": "Flow Length=98' Tc=10.0 min CN=39 Runoff=1.73 cfs 0.222 af", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 6 }, { "id": "p78.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 36.72, "t": 425.0566, "r": 117.54, "b": 411.7159 }, "text": "Subcatchment4S: Ex. Study Area West", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p78.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 117.54, "t": 425.0566, "r": 360, "b": 411.7159 }, "text": "Runoff Area=0.090 ac 100.00% Impervious Runoff Depth=11.17\"", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 8 }, { "id": "p78.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 36.72, "t": 411.7159, "r": 117.54, "b": 398.3752 }, "text": "", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p78.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 117.54, "t": 411.7159, "r": 360, "b": 398.3752 }, "text": "Flow Length=248' Tc=10.0 min CN=98 Runoff=0.64 cfs 0.084 af", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 10 }, { "id": "p78.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 36.72, "t": 398.3752, "r": 117.54, "b": 385.0345 }, "text": "Subcatchment6S: Ex. Study Area Road", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p78.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 169.602248, "t": 501.951861, "r": 355.187046, "b": 496.10702 }, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=11.17\"", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 12 }, { "id": "p78.2.14", "order": 16, "type": "table_cell", "bbox": { "l": 36.72, "t": 385.0345, "r": 117.54, "b": 371.6938 }, "text": "", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p78.2.15", "order": 17, "type": "table_cell", "bbox": { "l": 117.54, "t": 385.0345, "r": 360, "b": 371.6938 }, "text": "Flow Length=82' Slope=0.0150 /\" Tc=10.0 min CN=98 Runoff=0.21 cfs 0.028 af", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 14 }, { "id": "p78.2.16", "order": 18, "type": "table_cell", "bbox": { "l": 36.72, "t": 371.6938, "r": 117.54, "b": 358.3531 }, "text": "Subcatchment7S: Ex. Study Area Road", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p78.2.17", "order": 19, "type": "table_cell", "bbox": { "l": 117.54, "t": 371.6938, "r": 360, "b": 358.3531 }, "text": "Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=2.87\"", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 16 }, { "id": "p78.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 36.72, "t": 358.3531, "r": 117.54, "b": 345.0124 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p78.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 117.54, "t": 358.3531, "r": 360, "b": 345.0124 }, "text": "Flow Length=61' Slope=0.0100 /\" Tc=10.0 min CN=39 Runoff=0.22 cfs 0.029 af", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 18 }, { "id": "p78.2.20", "order": 22, "type": "table_cell", "bbox": { "l": 36.72, "t": 345.0124, "r": 117.54, "b": 331.6717 }, "text": "Subcatchment10S: Study Area WQ MTD", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p78.2.21", "order": 23, "type": "table_cell", "bbox": { "l": 117.54, "t": 345.0124, "r": 360, "b": 331.6717 }, "text": "Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=11.17\"", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 20 }, { "id": "p78.2.22", "order": 24, "type": "table_cell", "bbox": { "l": 36.72, "t": 331.6717, "r": 117.54, "b": 318.331 }, "text": "", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p78.2.23", "order": 25, "type": "table_cell", "bbox": { "l": 117.54, "t": 331.6717, "r": 360, "b": 318.331 }, "text": "Flow Length=352' Tc=10.0 min CN=98 Runoff=4.37 cfs 0.568 af", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 22 }, { "id": "p78.2.24", "order": 26, "type": "table_cell", "bbox": { "l": 36.72, "t": 318.331, "r": 117.54, "b": 304.9903 }, "text": "Subcatchment11S: Study Area WQ MTD", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p78.2.25", "order": 27, "type": "table_cell", "bbox": { "l": 117.54, "t": 318.331, "r": 360, "b": 304.9903 }, "text": "Runoff Area=0.020 ac 0.00% Impervious Runoff Depth=2.87\"", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 24 }, { "id": "p78.2.26", "order": 28, "type": "table_cell", "bbox": { "l": 36.72, "t": 304.9903, "r": 117.54, "b": 291.6497 }, "text": "", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p78.2.27", "order": 29, "type": "table_cell", "bbox": { "l": 117.54, "t": 304.9903, "r": 360, "b": 291.6497 }, "text": "Flow Length=351' Tc=10.0 min CN=39 Runoff=0.04 cfs 0.005 af", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 26 }, { "id": "p78.2.28", "order": 30, "type": "table_cell", "bbox": { "l": 36.72, "t": 291.6497, "r": 117.54, "b": 278.309 }, "text": "Subcatchment12S: Study Area Road", "attrs": { "row": 15, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p78.2.29", "order": 31, "type": "table_cell", "bbox": { "l": 117.54, "t": 291.6497, "r": 360, "b": 278.309 }, "text": "Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=11.17\"", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 28 }, { "id": "p78.2.30", "order": 32, "type": "table_cell", "bbox": { "l": 36.72, "t": 278.309, "r": 117.54, "b": 264.9683 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p78.2.31", "order": 33, "type": "table_cell", "bbox": { "l": 120.737635, "t": 494.392564, "r": 354.824727, "b": 488.547723 }, "text": "Flow Length=35' Slope=0.0322 /\" Tc=10.0 min CN=98 Runoff=0.21 cfs 0.028 af", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true }, "reading_order": 30 }, { "id": "p78.2.32", "order": 34, "type": "table_cell", "bbox": { "l": 36.72, "t": 264.9683, "r": 117.54, "b": 251.6276 }, "text": "Subcatchment14S: Study Area West", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p78.2.33", "order": 35, "type": "table_cell", "bbox": { "l": 120.737635, "t": 479.27487, "r": 355.255321, "b": 465.871732 }, "text": "Runoff Area=0.310 ac 0.00% Impervious Runoff Depth=2.87\"\nFlow Length=48' Slope=0.0850 /\" Tc=10.0 min CN=39 Runoff=0.58 cfs 0.074 af", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 32 }, { "id": "p78.2.34", "order": 36, "type": "table_cell", "bbox": { "l": 36.72, "t": 238.2869, "r": 117.54, "b": 224.9462 }, "text": "Subcatchment15S: Study Area Roof", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 33 }, { "id": "p78.2.35", "order": 37, "type": "table_cell", "bbox": { "l": 117.261637, "t": 456.598879, "r": 355.186985, "b": 443.194741 }, "text": "Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=11.17\"\nFlow Length=207' Slope=0.0100 /\" Tc=10.0 min CN=98 Runoff=0.79 cfs 0.102 af", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 34 }, { "id": "p78.2.36", "order": 38, "type": "table_cell", "bbox": { "l": 36.72, "t": 211.6055, "r": 117.54, "b": 198.2648 }, "text": "Subcatchment19S: Study Area Road", "attrs": { "row": 19, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 35 }, { "id": "p78.2.37", "order": 39, "type": "table_cell", "bbox": { "l": 120.737635, "t": 433.921888, "r": 355.256078, "b": 420.51875 }, "text": "Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=2.87\"\nFlow Length=58' Slope=0.0300 /\" Tc=10.0 min CN=39 Runoff=0.17 cfs 0.022 af", "attrs": { "row": 19, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true }, "reading_order": 36 }, { "id": "p78.2.38", "order": 40, "type": "table_cell", "bbox": { "l": 39.515301, "t": 411.117905, "r": 166.893889, "b": 404.758103 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "row": 20, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 37 }, { "id": "p78.2.39", "order": 41, "type": "table_cell", "bbox": { "l": 198.36, "t": 184.9241, "r": 360, "b": 171.5834 }, "text": "Peak Elev=120.00' Storage=7,267 cf Inflow=5.20 cfs 0.675 af Discarded=0.71 cfs 0.572 af Primary=0.91 cfs 0.103 af Outflow=1.62 cfs 0.675 af", "attrs": { "row": 20, "col": 1, "rowspan": 1, "colspan": 2 }, "reading_order": 38 }, { "id": "p78.2.40", "order": 42, "type": "table_cell", "bbox": { "l": 39.515301, "t": 388.440914, "r": 150.553273, "b": 382.081112 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "row": 21, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 39 }, { "id": "p78.2.41", "order": 43, "type": "table_cell", "bbox": { "l": 283.55457, "t": 388.568906, "r": 356.289199, "b": 375.165769 }, "text": "Inflow=2.37 cfs 0.306 af Primary=2.37 cfs 0.306 af", "attrs": { "row": 21, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 40 }, { "id": "p78.2.42", "order": 44, "type": "table_cell", "bbox": { "l": 39.515301, "t": 365.764923, "r": 168.698766, "b": 359.405121 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "row": 22, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 41 }, { "id": "p78.2.43", "order": 45, "type": "table_cell", "bbox": { "l": 283.55457, "t": 365.892915, "r": 356.289611, "b": 352.488778 }, "text": "Inflow=0.44 cfs 0.057 af Primary=0.44 cfs 0.057 af", "attrs": { "row": 22, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 42 }, { "id": "p78.2.44", "order": 46, "type": "table_cell", "bbox": { "l": 39.515301, "t": 343.088932, "r": 211.476214, "b": 336.72913 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "row": 23, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 43 }, { "id": "p78.2.45", "order": 47, "type": "table_cell", "bbox": { "l": 283.55457, "t": 343.215924, "r": 356.289611, "b": 329.812787 }, "text": "Inflow=4.41 cfs 0.573 af Primary=4.41 cfs 0.573 af", "attrs": { "row": 23, "col": 1, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 44 }, { "id": "p78.2.46", "order": 48, "type": "table_cell", "bbox": { "l": 39.515301, "t": 320.411941, "r": 144.353818, "b": 314.052139 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "row": 24, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 45 }, { "id": "p78.2.47", "order": 49, "type": "table_cell", "bbox": { "l": 283.55457, "t": 320.539933, "r": 356.289611, "b": 307.135796 }, "text": "Inflow=1.22 cfs 0.177 af Primary=1.22 cfs 0.177 af", "attrs": { "row": 24, "col": 1, "rowspan": 1, 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{ "id": "p78.3.5", "order": 57, "type": "table_cell", "bbox": { "l": 432.96, "t": 505.04, "r": 594.72, "b": 496.32 }, "text": "HydroCAD ○ledR 10.20-8a s/n 08640 ○ledR 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p78.3.5.1", "order": 58, "type": "form_field", "bbox": { "l": 452.12, "t": 505.04, "r": 460.84, "b": 496.32 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 10.20-8a s/n 08640", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p78.3.5", "text_offset": 9, "text_span": 1 }, "reading_order": 0 }, { "id": "p78.3.5.2", "order": 59, "type": "form_field", "bbox": { "l": 505.33, "t": 505.04, "r": 514.05, "b": 496.32 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025 HydroCAD Software Solutions LLC", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p78.3.5", "text_offset": 34, "text_span": 1 }, "reading_order": 1 } ], "reading_order": 4 }, { "id": "p78.3.6", "order": 60, "type": "table_cell", "bbox": { "l": 594.72, "t": 505.04, "r": 756.48, "b": 496.32 }, "text": "Page 114", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 2 }, { "id": "p78.4", "order": 61, "type": "text", "bbox": { "l": 432.24, "t": 490.56, "r": 754.56, "b": 480.24 }, "text": "Link 18L: Study Area Road Undetained (Total) Inflow=0.38 cfs 0.049 af", "reading_order": 3 }, { "id": "p78.5", "order": 62, "type": "text", "bbox": { "l": 679.68, "t": 489.6, "r": 754.56, "b": 474 }, "text": "Inflow=0.38 cfs 0.049 af Primary=0.38 cfs 0.049 af", "reading_order": 4 }, { "id": "p78.6", "order": 63, "type": "text", "bbox": { "l": 482.4, "t": 467.76, "r": 762.96, "b": 450.24 }, "text": "Total Runoff Area = 2.340 ac Runoff Volume = 1.161 af Average Runoff Depth = 5.95\"\n62.82% Pervious = 1.470 ac 37.18% Impervious = 0.870 ac", "reading_order": 5 } ] }, { "document_id": 11891, "page": 79, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 90, "counts_by_type": { "caption": 5, "figure": 3, "footnote": 1, "form_field": 2, "header": 1, "heading": 2, "table": 3, "table_cell": 69, "text": 4 }, "build_ms": 14, "items": [ { "id": "p79.1", "order": 1, "type": "header", "bbox": { "l": 37.68, "t": 521.76, "r": 360, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 115", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p79.2", "order": 2, "type": "heading", "bbox": { "l": 89.28, "t": 489.6, "r": 316.32, "b": 479.76 }, "text": "Summary for Subcatchment 3S: Ex. 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426.48, "r": 144.16, "b": 412.8686 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p79.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 144.16, "t": 426.48, "r": 357.6, "b": 412.8686 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p79.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 37.44, "t": 412.8686, "r": 90.8, "b": 399.2571 }, "text": "0.930", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p79.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 90.8, "t": 412.8686, "r": 144.16, "b": 399.2571 }, "text": "39", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p79.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 144.16, "t": 412.8686, "r": 357.6, "b": 399.2571 }, "text": ">75% Grass cover, Good, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p79.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 37.44, "t": 399.2571, "r": 90.8, "b": 385.6457 }, "text": "0.930", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p79.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 90.8, "t": 399.2571, "r": 144.16, "b": 385.6457 }, "text": "39", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p79.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 144.16, "t": 399.2571, "r": 357.6, "b": 385.6457 }, "text": "100.00% Pervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p79.5.10", "order": 15, "type": "table_cell", "bbox": { "l": 37.44, "t": 385.6457, "r": 90.8, "b": 372.0343 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p79.5.11", "order": 16, "type": "table_cell", "bbox": { "l": 90.8, "t": 385.6457, "r": 144.16, "b": 372.0343 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p79.5.12", "order": 17, "type": "table_cell", "bbox": { "l": 144.16, "t": 385.6457, "r": 197.52, "b": 372.0343 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p79.5.13", "order": 18, "type": "table_cell", "bbox": { "l": 197.52, "t": 385.6457, "r": 250.88, "b": 372.0343 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p79.5.14", "order": 19, "type": "table_cell", "bbox": { "l": 250.88, "t": 385.6457, "r": 304.24, "b": 372.0343 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p79.5.15", "order": 20, "type": "table_cell", "bbox": { "l": 304.24, "t": 385.6457, "r": 357.6, "b": 372.0343 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p79.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 37.44, "t": 372.0343, "r": 90.8, "b": 358.4229 }, "text": "8.4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p79.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 90.8, "t": 372.0343, "r": 144.16, "b": 358.4229 }, "text": "47", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p79.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 144.16, "t": 372.0343, "r": 197.52, "b": 358.4229 }, "text": "0.0350", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p79.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 197.52, "t": 372.0343, "r": 250.88, "b": 358.4229 }, "text": "0.09", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p79.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 250.88, "t": 372.0343, "r": 304.24, "b": 358.4229 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p79.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 304.24, "t": 372.0343, "r": 357.6, "b": 358.4229 }, "text": "Sheet Flow, A-B\\nWoods: Light underbrush n= 0.400 P2= 4.04\"\\nUsing McCuen-Spiess flow length", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p79.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 37.44, "t": 358.4229, "r": 90.8, "b": 344.8114 }, "text": "0.4", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p79.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 90.8, "t": 358.4229, "r": 144.16, "b": 344.8114 }, "text": "51", 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"id": "p80.14.16", "order": 59, "type": "table_cell", "bbox": { "l": 433.2, "t": 384.09, "r": 752.4, "b": 375.42 }, "text": "Sheet Flow, A-B", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 15 }, { "id": "p80.14.17", "order": 60, "type": "table_cell", "bbox": { "l": 433.2, "t": 375.42, "r": 752.4, "b": 366.75 }, "text": "Smooth surfaces", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 16 }, { "id": "p80.14.18", "order": 61, "type": "table_cell", "bbox": { "l": 433.2, "t": 366.75, "r": 752.4, "b": 358.08 }, "text": "n= 0.011 P2= 4.04\"", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 3 }, "reading_order": 17 } ], "reading_order": 13 }, { "id": "p80.15", "order": 62, "type": "caption", "bbox": { "l": 509.04, "t": 345.84, "r": 684.48, "b": 336.24 }, "text": "Subcatchment 7S: Ex. Study Area Road (Perv)", "attrs": { "block_label": "figure_title" }, "reading_order": 14 }, { "id": "p80.16", "order": 63, "type": "caption", "bbox": { "l": 561.6, "t": 332.16, "r": 595.2, "b": 325.92 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 15 }, { "id": "p80.17", "order": 64, "type": "figure", "bbox": { "l": 438.72, "t": 330.72, "r": 726, "b": 164.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 16 }, { "id": "p80.18", "order": 65, "type": "footnote", "bbox": { "l": 48, "t": 361.44, "r": 228.24, "b": 353.04 }, "text": "1.0 82 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 17 }, { "id": "p80.19", "order": 66, "type": "footnote", "bbox": { "l": 444.96, "t": 361.2, "r": 623.52, "b": 353.04 }, "text": "1.0 61 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 18 } ] }, { "document_id": 11891, "page": 81, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 80, "counts_by_type": { "caption": 5, "figure": 3, "footnote": 2, "header": 2, "heading": 2, "table": 2, "table_cell": 60, "text": 4 }, "build_ms": 13, "items": [ { "id": "p81.1", "order": 1, "type": "header", "bbox": { "l": 37.68, "t": 521.76, "r": 360, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 119", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p81.2", "order": 2, "type": "header", "bbox": { "l": 433.44, "t": 522, "r": 756.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 120", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p81.3", "order": 3, "type": "heading", "bbox": { "l": 77.28, "t": 489.6, "r": 328.8, "b": 480 }, "text": "Summary for Subcatchment 10S: Study Area WQ MTD A-110 (Imp)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p81.4", "order": 4, "type": "text", "bbox": { "l": 38.4, "t": 472.32, "r": 294.24, "b": 456 }, "text": "Runoff = 4.37 cfs @ 12.19 hrs, Volume= 0.568 af, Depth=11.17\"\nRouted to Link 10L : Study Area Study Area WQ MTD A-110 (Total)", "reading_order": 3 }, { "id": "p81.5", "order": 5, "type": "text", "bbox": { "l": 37.92, "t": 449.52, "r": 348.96, "b": 433.44 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"", "reading_order": 4 }, { "id": "p81.6", "order": 6, "type": "table", "bbox": { "l": 37.92, "t": 425.76, "r": 357.36, "b": 335.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 6, "integrity": { "cells_checked": 26, "cells_flagged": 26, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Area (ac)" }, { "row": 0, "col": 1, "coverage": 0, "text": "CN" }, { "row": 0, "col": 2, "coverage": 0, "text": "Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "0.610" }, { "row": 1, "col": 1, "coverage": 0, "text": "98" }, { "row": 1, "col": 2, "coverage": 0, "text": "Paved parking, HSG A" }, { "row": 2, "col": 0, "coverage": 0, "text": "0.610" }, { "row": 2, "col": 1, "coverage": 0, "text": "98" }, { "row": 2, "col": 2, "coverage": 0, "text": "100.00% Impervious Area" }, { "row": 3, "col": 0, "coverage": 0, "text": "Tc (min)" }, { "row": 3, "col": 1, "coverage": 0, "text": "Length (feet)" }, { "row": 3, "col": 2, "coverage": 0, "text": "Slope (ft/ft)" } ] } }, "children": [ { "id": "p81.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 37.92, "t": 425.76, "r": 91.16, "b": 410.72 }, "text": "Area (ac)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p81.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 91.16, "t": 425.76, "r": 144.4, "b": 410.72 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p81.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 144.4, "t": 425.76, "r": 357.36, "b": 410.72 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p81.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 37.92, "t": 410.72, "r": 91.16, "b": 395.68 }, "text": "0.610", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p81.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 91.16, "t": 410.72, "r": 144.4, "b": 395.68 }, "text": "98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p81.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 144.4, "t": 410.72, "r": 357.36, "b": 395.68 }, "text": "Paved parking, HSG A", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 5 }, { "id": "p81.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 37.92, "t": 395.68, "r": 91.16, "b": 380.64 }, "text": "0.610", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p81.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 91.16, "t": 395.68, "r": 144.4, "b": 380.64 }, "text": "98", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p81.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 144.4, "t": 395.68, "r": 357.36, "b": 380.64 }, "text": "100.00% Impervious Area", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 4 }, "reading_order": 8 }, { "id": "p81.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 37.92, "t": 380.64, "r": 91.16, "b": 365.6 }, "text": "Tc (min)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p81.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 91.16, "t": 380.64, "r": 144.4, "b": 365.6 }, "text": "Length (feet)", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p81.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 144.4, "t": 380.64, "r": 197.64, "b": 365.6 }, "text": "Slope (ft/ft)", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p81.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 197.64, "t": 380.64, "r": 250.88, "b": 365.6 }, "text": "Velocity (ft/sec)", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p81.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 250.88, "t": 380.64, "r": 304.12, "b": 365.6 }, "text": "Capacity (cfs)", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p81.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 304.12, "t": 380.64, "r": 357.36, "b": 365.6 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p81.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 37.92, "t": 365.6, "r": 91.16, "b": 350.56 }, "text": "0.6", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p81.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 91.16, "t": 365.6, "r": 144.4, "b": 350.56 }, "text": "55", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p81.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 144.4, "t": 365.6, "r": 197.64, "b": 350.56 }, "text": "0.0302", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p81.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 197.64, "t": 365.6, "r": 250.88, "b": 350.56 }, "text": "1.62", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p81.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 250.88, "t": 365.6, "r": 304.12, "b": 350.56 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p81.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 304.12, "t": 365.6, "r": 357.36, "b": 350.56 }, "text": "Sheet Flow, A-B\\nSmooth surfaces n= 0.011 P2= 4.04\"", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p81.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 37.92, "t": 350.56, "r": 91.16, "b": 335.52 }, "text": "1.3", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p81.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 91.16, "t": 350.56, "r": 144.4, "b": 335.52 }, "text": "297", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p81.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 144.4, "t": 350.56, "r": 197.64, "b": 335.52 }, "text": "0.0035", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p81.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 197.64, "t": 350.56, "r": 250.88, "b": 335.52 }, "text": "3.68", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p81.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 250.88, "t": 350.56, "r": 304.12, "b": 335.52 }, "text": "4.52", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p81.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 304.12, "t": 350.56, "r": 357.36, "b": 335.52 }, "text": "Pipe Channel, B-C\\n15.0\" Round Area= 1.2 sf Perim= 3.9' r= 0.31'\\nn= 0.011 Concrete pipe, straight & clean", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 26 } ], "reading_order": 5 }, { "id": "p81.7", "order": 34, "type": "caption", "bbox": { "l": 101.28, "t": 323.04, "r": 301.92, "b": 313.68 }, "text": "Subcatchment 10S: Study Area WQ MTD A-110 (Imp)", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p81.8", "order": 35, "type": "caption", "bbox": { "l": 165.6, "t": 309.6, "r": 198.96, "b": 303.12 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p81.9", "order": 36, "type": "figure", "bbox": { "l": 44.64, "t": 306.96, "r": 322.56, "b": 141.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p81.10", "order": 37, "type": "figure", "bbox": { "l": 325.44, "t": 297.36, "r": 351.12, "b": 287.52 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 9 }, { "id": "p81.11", "order": 38, "type": "heading", "bbox": { "l": 470.64, "t": 489.6, "r": 725.76, "b": 480 }, "text": "Summary for Subcatchment 11S: Study Area WQ MTD A-110 (Perv)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 10 }, { "id": "p81.12", "order": 39, "type": "text", "bbox": { "l": 433.68, "t": 472.8, "r": 690, "b": 455.76 }, "text": "Runoff = 0.04 cfs @ 12.21 hrs, Volume= 0.005 af, Depth= 2.87\"\nRouted to Link 10L : Study Area Study Area WQ MTD A-110 (Total)", "reading_order": 11 }, { "id": "p81.13", "order": 40, "type": "text", "bbox": { "l": 432.48, "t": 449.52, "r": 742.32, "b": 433.2 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"", "reading_order": 12 }, { "id": "p81.14", "order": 41, "type": "table", "bbox": { "l": 432.72, "t": 427.44, "r": 751.92, "b": 323.76 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 6, "integrity": { "cells_checked": 31, "cells_flagged": 31, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Area (ac)" }, { "row": 0, "col": 1, "coverage": 0, "text": "CN" }, { "row": 0, "col": 2, "coverage": 0, "text": "Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "0.020" }, { "row": 1, "col": 1, "coverage": 0, "text": "39" }, { "row": 1, "col": 2, "coverage": 0, "text": ">75% Grass cover, Good, HSG A" }, { "row": 2, "col": 0, "coverage": 0, "text": "0.020" }, { "row": 2, "col": 1, "coverage": 0, "text": "39" }, { "row": 2, "col": 2, "coverage": 0, "text": "100.00% Pervious Area" }, { "row": 3, "col": 0, "coverage": 0, "text": "Tc (min)" }, { "row": 3, "col": 1, "coverage": 0, "text": "Length (feet)" }, { "row": 3, "col": 2, "coverage": 0, "text": "Slope (ft/ft)" } ] } }, "children": [ { "id": "p81.14.1", "order": 42, "type": "table_cell", "bbox": { "l": 432.72, "t": 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"text": "0.8 207 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 17 }, { "id": "p83.19", "order": 67, "type": "footnote", "bbox": { "l": 445.2, "t": 361.2, "r": 623.76, "b": 353.04 }, "text": "4.8 58 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 18 }, { "id": "p83.20", "order": 68, "type": "footnote", "bbox": { "l": 722.64, "t": 319.44, "r": 746.64, "b": 310.56 }, "text": "Runoff", "attrs": { "block_label": "vision_footnote" }, "reading_order": 19 } ] }, { "document_id": 11891, "page": 84, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 52, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "header": 2, "heading": 2, "table": 3, "table_cell": 40, "text": 2 }, "build_ms": 9, "items": [ { "id": "p84.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 522, "r": 360.24, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 125", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p84.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 756.96, "b": 496.56 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 126", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p84.3", "order": 3, "type": "heading", "bbox": { "l": 98.88, "t": 489.84, "r": 305.04, "b": 479.76 }, "text": "Summary for Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p84.4", "order": 4, "type": "table", "bbox": { "l": 37.68, "t": 476.4, "r": 358.32, "b": 381.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 10, "n_cols": 2, "integrity": { "cells_checked": 10, "cells_flagged": 10, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 1…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow = 5.20 cfs @ 12.19 hrs, Volume= 0.675 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow = 1.62 cfs @ 12.72 hrs, Volume= 0.675 af, Atten= 69…" }, { "row": 3, "col": 0, "coverage": 0, "text": "Discarded = 0.71 cfs @ 12.72 hrs, Volume= 0.572 af" }, { "row": 4, "col": 0, "coverage": 0, "text": "Primary = 0.91 cfs @ 12.72 hrs, Volume= 0.103 af" }, { "row": 5, "col": 0, "coverage": 0.13, "text": "Routed to Link 14L : Study Area West (Total)" }, { "row": 6, "col": 0, "coverage": 0, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= …" }, { "row": 7, "col": 0, "coverage": 0, "text": "Peak Elev= 120.00' @ 12.72 hrs Surf.Area= 3,001 sf Storage=…" }, { "row": 8, "col": 0, "coverage": 0, "text": "Plug-Flow detention time= 40.1 min calculated for 0.675 af …" }, { "row": 9, "col": 0, "coverage": 0, "text": "Center-of-Mass det. time= 40.1 min ( 788.9 - 748.8 )" } ] } }, "children": [ { "id": "p84.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 37.68, "t": 476.4, "r": 358.32, "b": 466.896 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 10.94\" for 100-Year-Projected event", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 0 }, { "id": "p84.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 37.68, "t": 466.896, "r": 358.32, "b": 457.392 }, "text": "Inflow = 5.20 cfs @ 12.19 hrs, Volume= 0.675 af", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 1 }, { "id": "p84.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 37.68, "t": 457.392, "r": 358.32, "b": 447.888 }, "text": "Outflow = 1.62 cfs @ 12.72 hrs, Volume= 0.675 af, Atten= 69%, Lag= 32.1 min", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 2 }, { "id": "p84.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 37.68, "t": 447.888, "r": 358.32, "b": 438.384 }, "text": "Discarded = 0.71 cfs @ 12.72 hrs, Volume= 0.572 af", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 3 }, { "id": "p84.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 37.68, "t": 438.384, "r": 358.32, "b": 428.88 }, "text": "Primary = 0.91 cfs @ 12.72 hrs, Volume= 0.103 af", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 4 }, { "id": "p84.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 37.68, "t": 428.88, "r": 358.32, "b": 419.376 }, "text": "Routed to Link 14L : Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 5 }, { "id": "p84.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 37.68, "t": 419.376, "r": 358.32, "b": 409.872 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 }, { "id": "p84.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 37.68, "t": 409.872, "r": 358.32, "b": 400.368 }, "text": "Peak Elev= 120.00' @ 12.72 hrs Surf.Area= 3,001 sf Storage= 7,267 cf", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 7 }, { "id": "p84.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 37.68, "t": 400.368, "r": 358.32, "b": 390.864 }, "text": "Plug-Flow detention time= 40.1 min calculated for 0.675 af (100% of inflow)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 8 }, { "id": "p84.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 37.68, "t": 390.864, "r": 358.32, "b": 381.36 }, "text": "Center-of-Mass det. time= 40.1 min ( 788.9 - 748.8 )", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 9 } ], "reading_order": 3 }, { "id": "p84.5", "order": 15, "type": "table", "bbox": { "l": 37.2, "t": 374.4, "r": 358.32, "b": 318.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W x 94.88'L x 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p84.5.1", "order": 16, "type": "table_cell", "bbox": { "l": 37.2, "t": 374.4, "r": 117.48, "b": 355.92 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p84.5.2", "order": 17, "type": "table_cell", "bbox": { "l": 117.48, "t": 374.4, "r": 197.76, "b": 355.92 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p84.5.3", "order": 18, "type": "table_cell", "bbox": { "l": 197.76, "t": 374.4, "r": 278.04, "b": 355.92 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p84.5.4", "order": 19, "type": "table_cell", "bbox": { "l": 278.04, "t": 374.4, "r": 358.32, "b": 355.92 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p84.5.5", "order": 20, "type": "table_cell", "bbox": { "l": 37.2, "t": 355.92, "r": 117.48, "b": 337.44 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p84.5.6", "order": 21, "type": "table_cell", "bbox": { "l": 117.48, "t": 355.92, "r": 197.76, "b": 337.44 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p84.5.7", "order": 22, "type": "table_cell", "bbox": { "l": 197.76, "t": 355.92, "r": 278.04, "b": 337.44 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p84.5.8", "order": 23, "type": "table_cell", "bbox": { "l": 278.04, "t": 355.92, "r": 358.32, "b": 337.44 }, "text": "31.63'W x 94.88'L x 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p84.5.9", "order": 24, "type": "table_cell", "bbox": { "l": 37.2, "t": 337.44, "r": 117.48, "b": 318.96 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p84.5.10", "order": 25, "type": "table_cell", "bbox": { "l": 117.48, "t": 337.44, "r": 197.76, "b": 318.96 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p84.5.11", "order": 26, "type": "table_cell", "bbox": { "l": 197.76, "t": 337.44, "r": 278.04, "b": 318.96 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p84.5.12", "order": 27, "type": "table_cell", "bbox": { "l": 278.04, "t": 337.44, "r": 358.32, "b": 318.96 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids\\nACO StormBrixx SD 1 x 384 Inside #1\\nInside= 23.7\"W x 36.0\"H => 5.75 sf x 3.95'L = 22.7 cf\\nOutside= 23.7\"W x 36.0\"H => 5.93 sf x 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 4 }, { "id": "p84.6", "order": 28, "type": "caption", "bbox": { "l": 127.2, "t": 318.24, "r": 232.32, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p84.7", "order": 29, "type": "text", "bbox": { "l": 47.52, "t": 303.84, "r": 192.72, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6 }, { "id": "p84.8", "order": 30, "type": "table", "bbox": { "l": 37.2, "t": 291.12, "r": 359.52, "b": 173.28 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p84.8.1", "order": 31, "type": "table_cell", "bbox": { "l": 37.2, "t": 291.12, "r": 117.78, "b": 271.48 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p84.8.2", "order": 32, "type": "table_cell", "bbox": { "l": 117.78, "t": 291.12, "r": 198.36, "b": 271.48 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p84.8.3", "order": 33, "type": "table_cell", "bbox": { "l": 198.36, "t": 291.12, "r": 278.94, "b": 271.48 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p84.8.4", "order": 34, "type": "table_cell", "bbox": { "l": 278.94, "t": 291.12, "r": 359.52, "b": 271.48 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p84.8.5", "order": 35, "type": "table_cell", "bbox": { "l": 37.2, "t": 271.48, "r": 117.78, "b": 251.84 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p84.8.6", "order": 36, "type": "table_cell", "bbox": { "l": 117.78, "t": 271.48, "r": 198.36, "b": 251.84 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p84.8.7", "order": 37, "type": "table_cell", "bbox": { "l": 198.36, "t": 271.48, "r": 278.94, "b": 251.84 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p84.8.8", "order": 38, "type": "table_cell", "bbox": { "l": 278.94, "t": 271.48, "r": 359.52, "b": 251.84 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50'/ 117.40' S= 0.0045'/' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p84.8.9", "order": 39, "type": "table_cell", "bbox": { "l": 37.2, "t": 251.84, "r": 117.78, "b": 232.2 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p84.8.10", "order": 40, "type": "table_cell", "bbox": { "l": 117.78, "t": 251.84, "r": 198.36, "b": 232.2 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p84.8.11", "order": 41, "type": "table_cell", "bbox": { "l": 198.36, "t": 251.84, "r": 278.94, "b": 232.2 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p84.8.12", "order": 42, "type": "table_cell", "bbox": { "l": 278.94, "t": 251.84, "r": 359.52, "b": 232.2 }, "text": "6.0\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p84.8.13", "order": 43, "type": "table_cell", "bbox": { "l": 37.2, "t": 232.2, "r": 117.78, "b": 212.56 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p84.8.14", "order": 44, "type": "table_cell", "bbox": { "l": 117.78, "t": 232.2, "r": 198.36, "b": 212.56 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p84.8.15", "order": 45, "type": "table_cell", "bbox": { "l": 198.36, "t": 232.2, "r": 278.94, "b": 212.56 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p84.8.16", "order": 46, "type": "table_cell", "bbox": { "l": 278.94, "t": 232.2, "r": 359.52, "b": 212.56 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p84.8.17", "order": 47, "type": "table_cell", "bbox": { "l": 37.2, "t": 212.56, "r": 359.52, "b": 192.92 }, "text": "Discarded OutFlow Max=0.71 cfs @ 12.72 hrs HW=119.99' (Free Discharge)\\n—3=Exfiltration ( Controls 0.71 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p84.8.18", "order": 48, "type": "table_cell", "bbox": { "l": 37.2, "t": 192.92, "r": 359.52, "b": 173.28 }, "text": "Primary OutFlow Max=0.91 cfs @ 12.72 hrs HW=119.99' (Free Discharge)\\n—1=Culvert (Passes 0.91 cfs of 8.73 cfs potential flow)\\n—2=Orifice (Orifice Controls 0.91 cfs @ 4.66 fps)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 7 }, { "id": "p84.9", "order": 49, "type": "heading", "bbox": { "l": 470.64, "t": 489.6, "r": 725.28, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 8 }, { "id": "p84.10", "order": 50, "type": "text", "bbox": { "l": 431.76, "t": 474, "r": 615.6, "b": 331.68 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx SD)\nInside = 23.7\" W × 36.0\" H => 5.75 sf × 3.95' L = 22.7 cf\nOutside = 23.7\" W × 36.0\" H => 5.93 sf × 3.95' L = 23.4 cf\n\n24 Chambers/Row × 3.95' Long = 94.88' Row Length\n16 Rows × 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n\n384 Chambers × 22.7 cf = 8,728.7 cf Chamber Storage\n384 Chambers × 23.4 cf = 8,998.6 cf Displacement\n\nChamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' × 31.63' × 3.00'\n\n384 Chambers\n333.3 cy Field", "attrs": { "block_label": "algorithm" }, "reading_order": 9 }, { "id": "p84.11", "order": 51, "type": "figure", "bbox": { "l": 558.24, "t": 326.16, "r": 628.8, "b": 117.6 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 10 }, { "id": "p84.12", "order": 52, "type": "footer", "bbox": { "l": 558, "t": 98.88, "r": 625.92, "b": 89.28 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 11 } ] }, { "document_id": 11891, "page": 85, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 20, "counts_by_type": { "caption": 5, "figure": 2, "footnote": 1, "header": 2, "table": 1, "table_cell": 9 }, "build_ms": 1, "items": [ { "id": "p85.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 521.76, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 127", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p85.2", "order": 2, "type": "header", "bbox": { "l": 432.96, "t": 522, "r": 757.44, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 128", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p85.3", "order": 3, "type": "caption", "bbox": { "l": 122.4, "t": 490.08, "r": 278.4, "b": 480 }, "text": "Pond 21P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 2 }, { "id": "p85.4", "order": 4, "type": "figure", "bbox": { "l": 43.68, "t": 475.92, "r": 352.32, "b": 308.64 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 3 }, { "id": "p85.5", "order": 5, "type": "caption", "bbox": { "l": 503.28, "t": 489.84, "r": 690.96, "b": 479.76 }, "text": "Summary for Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p85.6", "order": 6, "type": "table", "bbox": { "l": 432.24, "t": 473.28, "r": 751.2, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p85.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 432.24, "t": 473.28, "r": 538.56, "b": 464.72 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p85.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 538.56, "t": 473.28, "r": 644.88, "b": 464.72 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p85.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 644.88, "t": 473.28, "r": 751.2, "b": 464.72 }, "text": "8.82% Impervious, Inflow Depth = 3.60\" for 100-Year-Projected event", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p85.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 432.24, "t": 464.72, "r": 538.56, "b": 456.16 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p85.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 538.56, "t": 464.72, "r": 644.88, "b": 456.16 }, "text": "2.37 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p85.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 644.88, "t": 464.72, "r": 751.2, "b": 456.16 }, "text": "12.21 hrs, Volume= 0.306 af", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p85.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 432.24, "t": 456.16, "r": 538.56, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p85.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 538.56, "t": 456.16, "r": 644.88, "b": 447.6 }, "text": "2.37 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p85.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 644.88, "t": 456.16, "r": 751.2, "b": 447.6 }, "text": "12.21 hrs, Volume= 0.306 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 5 }, { "id": "p85.7", "order": 16, "type": "caption", "bbox": { "l": 527.52, "t": 426.24, "r": 663.84, "b": 416.4 }, "text": "Link 5L: Ex Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 6 }, { "id": "p85.8", "order": 17, "type": "caption", "bbox": { "l": 560.64, "t": 413.28, "r": 593.04, "b": 406.32 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p85.9", "order": 18, "type": "figure", "bbox": { "l": 438.96, "t": 411.84, "r": 746.64, "b": 246.24 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p85.10", "order": 19, "type": "caption", "bbox": { "l": 563.52, "t": 250.32, "r": 594.72, "b": 245.28 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p85.11", "order": 20, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.32, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 86, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 20, "counts_by_type": { "caption": 3, "figure": 2, "header": 2, "heading": 2, "table": 1, "table_cell": 7, "text": 3 }, "build_ms": 1, "items": [ { "id": "p86.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 521.76, "r": 360.72, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 129", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p86.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 757.2, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 130", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p86.3", "order": 3, "type": "heading", "bbox": { "l": 97.2, "t": 489.6, "r": 307.2, "b": 479.52 }, "text": "Summary for Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p86.4", "order": 4, "type": "text", "bbox": { "l": 35.52, "t": 472.56, "r": 356.4, "b": 433.2 }, "text": "Inflow Area = 0.150 ac, 20.00% Impervious, Inflow Depth = 4.53\" for 100-Year-Projected event\nInflow = 0.44 cfs @ 12.20 hrs, Volume = 0.057 af\nPrimary = 0.44 cfs @ 12.20 hrs, Volume = 0.057 af, Atten = 0%, Lag = 0.0 min\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 3 }, { "id": "p86.5", "order": 5, "type": "caption", "bbox": { "l": 121.2, "t": 426.24, "r": 279.84, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p86.6", "order": 6, "type": "figure", "bbox": { "l": 44.16, "t": 414.24, "r": 353.04, "b": 245.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p86.7", "order": 7, "type": "heading", "bbox": { "l": 467.52, "t": 489.84, "r": 729.84, "b": 479.76 }, "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p86.8", "order": 8, "type": "table", "bbox": { "l": 430.8, "t": 474, "r": 751.68, "b": 430.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p86.8.1", "order": 9, "type": "table_cell", "bbox": { "l": 430.8, "t": 474, "r": 591.24, "b": 463.2 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p86.8.2", "order": 10, "type": "table_cell", "bbox": { "l": 591.24, "t": 474, "r": 751.68, "b": 463.2 }, "text": "0.630 ac, 96.83% Impervious, Inflow Depth = 10.91\" for 100-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p86.8.3", "order": 11, "type": "table_cell", "bbox": { "l": 430.8, "t": 463.2, "r": 591.24, "b": 452.4 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p86.8.4", "order": 12, "type": "table_cell", "bbox": { "l": 591.24, "t": 463.2, "r": 751.68, "b": 452.4 }, "text": "4.41 cfs @ 12.19 hrs, Volume= 0.573 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p86.8.5", "order": 13, "type": "table_cell", "bbox": { "l": 430.8, "t": 452.4, "r": 591.24, "b": 441.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p86.8.6", "order": 14, "type": "table_cell", "bbox": { "l": 591.24, "t": 452.4, "r": 751.68, "b": 441.6 }, "text": "4.41 cfs @ 12.19 hrs, Volume= 0.573 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p86.8.7", "order": 15, "type": "table_cell", "bbox": { "l": 430.8, "t": 441.6, "r": 751.68, "b": 430.8 }, "text": "Routed to Link 16L : Study Area Basin A (Total)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 7 }, { "id": "p86.9", "order": 16, "type": "text", "bbox": { "l": 433.2, "t": 434.64, "r": 635.04, "b": 425.28 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 8 }, { "id": "p86.10", "order": 17, "type": "text", "bbox": { "l": 433.68, "t": 419.52, "r": 553.68, "b": 410.88 }, "text": "Fixed water surface Elevation= 117.75'", "reading_order": 9 }, { "id": "p86.11", "order": 18, "type": "caption", "bbox": { "l": 493.2, "t": 403.2, "r": 703.2, "b": 393.84 }, "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p86.12", "order": 19, "type": "caption", "bbox": { "l": 560.4, "t": 390.24, "r": 593.28, "b": 384 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p86.13", "order": 20, "type": "figure", "bbox": { "l": 438.48, "t": 388.08, "r": 748.08, "b": 222.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 12 } ] }, { "document_id": 11891, "page": 87, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 20, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 2, "header": 2, "heading": 2, "table": 1, "table_cell": 6, "text": 2 }, "build_ms": 1, "items": [ { "id": "p87.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 521.76, "r": 360.48, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 131", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p87.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 522, "r": 757.2, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 132", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p87.3", "order": 3, "type": "heading", "bbox": { "l": 111.84, "t": 489.6, "r": 292.08, "b": 479.76 }, "text": "Summary for Link 14L: Study Area West (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p87.4", "order": 4, "type": "table", "bbox": { "l": 35.76, "t": 472.56, "r": 355.68, "b": 447.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p87.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 35.76, "t": 472.56, "r": 195.72, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p87.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 195.72, "t": 472.56, "r": 355.68, "b": 464.24 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 2.02\" for 100-Year-Projected event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p87.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 35.76, "t": 464.24, "r": 195.72, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p87.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 195.72, "t": 464.24, "r": 355.68, "b": 455.92 }, "text": "1.22 cfs @ 12.55 hrs, Volume= 0.177 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p87.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 35.76, "t": 455.92, "r": 195.72, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p87.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 195.72, "t": 455.92, "r": 355.68, "b": 447.6 }, "text": "1.22 cfs @ 12.55 hrs, Volume= 0.177 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 3 }, { "id": "p87.5", "order": 11, "type": "text", "bbox": { "l": 37.44, "t": 442.32, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 4 }, { "id": "p87.6", "order": 12, "type": "caption", "bbox": { "l": 136.08, "t": 426.24, "r": 264.48, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p87.7", "order": 13, "type": "figure", "bbox": { "l": 43.92, "t": 416.16, "r": 353.76, "b": 245.76 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p87.8", "order": 14, "type": "heading", "bbox": { "l": 501.84, "t": 489.6, "r": 692.64, "b": 479.76 }, "text": "Summary for Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p87.9", "order": 15, "type": "text", "bbox": { "l": 432.48, "t": 473.52, "r": 752.16, "b": 444.48 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 10.94\" for 100-Year-Projected event\nInflow = 5.20 cfs @ 12.19 hrs, Volume = 0.675 af\nPrimary = 5.20 cfs @ 12.19 hrs, Volume = 0.675 af, Atten = 0%, Lag = 0.0 min\nRouted to Bond 21P: Basin A Routing (StormBrixx)", "reading_order": 8 }, { "id": "p87.10", "order": 16, "type": "caption", "bbox": { "l": 526.32, "t": 418.56, "r": 665.76, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p87.11", "order": 17, "type": "caption", "bbox": { "l": 560.16, "t": 405.6, "r": 592.8, "b": 398.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p87.12", "order": 18, "type": "figure", "bbox": { "l": 438.48, "t": 401.52, "r": 747.6, "b": 237.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 11 }, { "id": "p87.13", "order": 19, "type": "footnote", "bbox": { "l": 440.16, "t": 449.04, "r": 601.68, "b": 440.64 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 }, { "id": "p87.14", "order": 20, "type": "footnote", "bbox": { "l": 433.68, "t": 434.64, "r": 634.56, "b": 425.52 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 } ] }, { "document_id": 11891, "page": 88, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 6, "counts_by_type": { "caption": 2, "figure": 1, "header": 1, "text": 2 }, "build_ms": 0, "items": [ { "id": "p88.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 521.76, "r": 360.24, "b": 496.8 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 133", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p88.2", "order": 2, "type": "text", "bbox": { "l": 89.52, "t": 489.36, "r": 315.6, "b": 479.76 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "reading_order": 1 }, { "id": "p88.3", "order": 3, "type": "text", "bbox": { "l": 36, "t": 472.56, "r": 355.68, "b": 433.44 }, "text": "Inflow Area = 0.120 ac, 25.00% Impervious, Inflow Depth = 4.94\" for 100-Year-Projected event\nInflow = 0.38 cfs @ 12.20 hrs, Volume = 0.049 af\nPrimary = 0.38 cfs @ 12.20 hrs, Volume = 0.049 af, Atten = 0%, Lag = 0.0 min\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 2 }, { "id": "p88.4", "order": 4, "type": "caption", "bbox": { "l": 113.76, "t": 426.24, "r": 288.48, "b": 416.4 }, "text": "Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 3 }, { "id": "p88.5", "order": 5, "type": "figure", "bbox": { "l": 44.64, "t": 413.28, "r": 351.84, "b": 248.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 4 }, { "id": "p88.6", "order": 6, "type": "caption", "bbox": { "l": 169.68, "t": 250.08, "r": 201.12, "b": 245.28 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 5 } ] }, { "document_id": 11891, "page": 89, "width": 612, "height": 792, "rotation": 0, 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af", "attrs": { "row": 17, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 32 }, { "id": "p93.7.34", "order": 96, "type": "table_cell", "bbox": { "l": 435.015143, "t": 297.73595, "r": 548.243971, "b": 291.376148 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true }, "reading_order": 33 }, { "id": "p93.7.35", "order": 97, "type": "table_cell", "bbox": { "l": 679.055412, "t": 297.863443, "r": 751.789984, "b": 284.459805 }, "text": "Inflow=1.33 cfs 0.061 af Primary=1.33 cfs 0.061 af", "attrs": { "row": 18, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 34 } ], "reading_order": 6 } ] }, { "document_id": 11891, "page": 94, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 62, "counts_by_type": { "caption": 1, 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"bbox": { "l": 484.8, "t": 489.6, "r": 711.84, "b": 479.76 }, "text": "Summary for Subcatchment 3S: Ex. 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"reading_order": 1 }, { "id": "p99.12.3", "order": 57, "type": "table_cell", "bbox": { "l": 433.68, "t": 465.88, "r": 508.68, "b": 458 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p99.12.4", "order": 58, "type": "table_cell", "bbox": { "l": 508.68, "t": 465.88, "r": 583.68, "b": 458 }, "text": "1.33 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p99.12.5", "order": 59, "type": "table_cell", "bbox": { "l": 583.68, "t": 465.88, "r": 658.68, "b": 458 }, "text": "1.17 hrs, Volume=", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p99.12.6", "order": 60, "type": "table_cell", "bbox": { "l": 658.68, "t": 465.88, "r": 733.68, "b": 458 }, "text": "0.061 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p99.12.7", "order": 61, "type": "table_cell", "bbox": { "l": 433.68, "t": 458, "r": 508.68, "b": 450.12 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p99.12.8", "order": 62, "type": "table_cell", "bbox": { "l": 508.68, "t": 458, "r": 583.68, "b": 450.12 }, "text": "0.70 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p99.12.9", "order": 63, "type": "table_cell", "bbox": { "l": 583.68, "t": 458, "r": 658.68, "b": 450.12 }, "text": "1.43 hrs, Volume=", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p99.12.10", "order": 64, "type": "table_cell", "bbox": { "l": 658.68, "t": 458, "r": 733.68, "b": 450.12 }, "text": "0.061 af, Atten= 48%, Lag= 15.3 min", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p99.12.11", "order": 65, "type": "table_cell", "bbox": { "l": 462.980998, "t": 420.181767, "r": 493.376467, "b": 413.82873 }, "text": "Discarded =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p99.12.12", "order": 66, "type": "table_cell", "bbox": { "l": 508.68, "t": 450.12, "r": 583.68, "b": 442.24 }, "text": "0.70 cfs @", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p99.12.13", "order": 67, "type": "table_cell", "bbox": { "l": 583.68, "t": 450.12, "r": 658.68, "b": 442.24 }, "text": "1.43 hrs, Volume=", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p99.12.14", "order": 68, "type": "table_cell", "bbox": { "l": 658.68, "t": 450.12, "r": 733.68, "b": 442.24 }, "text": "0.061 af", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p99.12.15", "order": 69, "type": "table_cell", "bbox": { "l": 462.980899, "t": 457.976121, "r": 486.238396, "b": 451.623084 }, "text": "Primary =", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 14 }, { "id": "p99.12.16", "order": 70, "type": "table_cell", "bbox": { "l": 508.68, "t": 442.24, "r": 583.68, "b": 434.36 }, "text": "0.00 cfs @", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p99.12.17", "order": 71, "type": "table_cell", "bbox": { "l": 583.68, "t": 442.24, "r": 658.68, "b": 434.36 }, "text": "0.00 hrs, Volume=", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p99.12.18", "order": 72, "type": "table_cell", "bbox": { "l": 658.68, "t": 442.24, "r": 733.68, "b": 434.36 }, "text": "0.000 af", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p99.12.19", "order": 73, "type": "table_cell", "bbox": { "l": 433.68, "t": 434.36, "r": 733.68, "b": 426.48 }, "text": "Routed to Link 14L : Study Area West (Total)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 18 } ], "reading_order": 11 }, { "id": "p99.13", "order": 74, "type": "text", "bbox": { "l": 433.2, "t": 419.76, "r": 647.76, "b": 402.48 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs\nPeak Elev= 117.70' @ 1.43 hrs Surf.Area= 3,001 sf Storage= 580 cf", "reading_order": 12 }, { "id": "p99.14", "order": 75, "type": "text", "bbox": { "l": 433.2, "t": 397.2, "r": 657.84, "b": 380.16 }, "text": "Plug-Flow detention time=7.8 min calculated for 0.061 af (100% of inflow) Center-of-Mass det. time=7.8 min (87.9 - 80.1)", "reading_order": 13 }, { "id": "p99.15", "order": 76, "type": "table", "bbox": { "l": 432, "t": 374.4, "r": 751.92, "b": 318.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 12, "cells_flagged": 12, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Volume" }, { "row": 0, "col": 1, "coverage": 0, "text": "Invert" }, { "row": 0, "col": 2, "coverage": 0, "text": "Avail.Storage" }, { "row": 0, "col": 3, "coverage": 0, "text": "Storage Description" }, { "row": 1, "col": 0, "coverage": 0, "text": "#1A" }, { "row": 1, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 1, "col": 2, "coverage": 0, "text": "0 cf" }, { "row": 1, "col": 3, "coverage": 0, "text": "31.63'W × 94.88'L × 3.00'H Field A" }, { "row": 2, "col": 0, "coverage": 0, "text": "#2A" }, { "row": 2, "col": 1, "coverage": 0, "text": "117.50'" }, { "row": 2, "col": 2, "coverage": 0, "text": "8,729 cf" }, { "row": 2, "col": 3, "coverage": 0, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf × 40.0% Voids\\n…" } ] } }, "children": [ { "id": "p99.15.1", "order": 77, "type": "table_cell", "bbox": { "l": 432, "t": 374.4, "r": 511.98, "b": 355.92 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p99.15.2", "order": 78, "type": "table_cell", "bbox": { "l": 511.98, "t": 374.4, "r": 591.96, "b": 355.92 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p99.15.3", "order": 79, "type": "table_cell", "bbox": { "l": 591.96, "t": 374.4, "r": 671.94, "b": 355.92 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p99.15.4", "order": 80, "type": "table_cell", "bbox": { "l": 671.94, "t": 374.4, "r": 751.92, "b": 355.92 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p99.15.5", "order": 81, "type": "table_cell", "bbox": { "l": 432, "t": 355.92, "r": 511.98, "b": 337.44 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p99.15.6", "order": 82, "type": "table_cell", 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"row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p99.15.11", "order": 87, "type": "table_cell", "bbox": { "l": 591.96, "t": 337.44, "r": 671.94, "b": 318.96 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p99.15.12", "order": 88, "type": "table_cell", "bbox": { "l": 671.94, "t": 337.44, "r": 751.92, "b": 318.96 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf × 40.0% Voids\\nACO StormBrixx SD 1 × 384 Inside #1\\nInside= 23.7\"W × 36.0\"H => 5.75 sf × 3.95'L = 22.7 cf\\nOutside= 23.7\"W × 36.0\"H => 5.93 sf × 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 14 }, { "id": "p99.16", "order": 89, "type": "caption", "bbox": { "l": 522.72, "t": 318.24, "r": 628.08, "b": 309.84 }, "text": "8,729 cf Total Available Storage", "attrs": { "block_label": "figure_title" }, "reading_order": 15 }, { "id": "p99.17", "order": 90, "type": "text", "bbox": { "l": 442.32, "t": 304.08, "r": 587.76, "b": 294.72 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 16 }, { "id": "p99.18", "order": 91, "type": "table", "bbox": { "l": 432, "t": 291.12, "r": 751.92, "b": 171.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p99.18.1", "order": 92, "type": "table_cell", "bbox": { "l": 432, "t": 291.12, "r": 511.98, "b": 271.16 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p99.18.2", "order": 93, "type": "table_cell", "bbox": { "l": 511.98, "t": 291.12, "r": 591.96, "b": 271.16 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p99.18.3", "order": 94, "type": "table_cell", "bbox": { "l": 591.96, "t": 291.12, "r": 671.94, "b": 271.16 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p99.18.4", "order": 95, "type": "table_cell", "bbox": { "l": 671.94, "t": 291.12, "r": 751.92, "b": 271.16 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p99.18.5", "order": 96, "type": "table_cell", "bbox": { "l": 432, "t": 271.16, "r": 511.98, "b": 251.2 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p99.18.6", "order": 97, "type": "table_cell", "bbox": { "l": 511.98, "t": 271.16, "r": 591.96, "b": 251.2 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p99.18.7", "order": 98, "type": "table_cell", "bbox": { "l": 591.96, "t": 271.16, "r": 671.94, "b": 251.2 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p99.18.8", "order": 99, "type": "table_cell", "bbox": { "l": 671.94, "t": 271.16, "r": 751.92, "b": 251.2 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50' / 117.40' S= 0.0045'' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p99.18.9", "order": 100, "type": "table_cell", "bbox": { "l": 432, "t": 251.2, "r": 511.98, "b": 231.24 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p99.18.10", "order": 101, "type": "table_cell", "bbox": { "l": 511.98, "t": 251.2, "r": 591.96, "b": 231.24 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p99.18.11", "order": 102, "type": "table_cell", "bbox": { "l": 591.96, "t": 251.2, "r": 671.94, "b": 231.24 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p99.18.12", "order": 103, "type": "table_cell", "bbox": { "l": 671.94, "t": 251.2, "r": 751.92, "b": 231.24 }, "text": "6.0'' Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p99.18.13", "order": 104, "type": "table_cell", "bbox": { "l": 432, "t": 231.24, "r": 511.98, "b": 211.28 }, "text": "#3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p99.18.14", "order": 105, "type": "table_cell", "bbox": { "l": 511.98, "t": 231.24, "r": 591.96, "b": 211.28 }, "text": "Discarded", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 13 }, { "id": "p99.18.15", "order": 106, "type": "table_cell", "bbox": { "l": 591.96, "t": 231.24, "r": 671.94, "b": 211.28 }, "text": "117.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p99.18.16", "order": 107, "type": "table_cell", "bbox": { "l": 671.94, "t": 231.24, "r": 751.92, "b": 211.28 }, "text": "10.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = -4.00'", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p99.18.17", "order": 108, "type": "table_cell", "bbox": { "l": 432, "t": 211.28, "r": 751.92, "b": 191.32 }, "text": "Discarded OutFlow Max=0.70 cfs @ 1.43 hrs HW=117.70' (Free Discharge)\\n—3=Exfiltration ( Controls 0.70 cfs)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 16 }, { "id": "p99.18.18", "order": 109, "type": "table_cell", "bbox": { "l": 432, "t": 191.32, "r": 751.92, "b": 171.36 }, "text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)\\n—1=Culvert ( Controls 0.00 cfs)\\n—2=Orifice ( Controls 0.00 cfs)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 4 }, "reading_order": 17 } ], "reading_order": 17 }, { "id": "p99.19", "order": 110, "type": "footnote", "bbox": { "l": 59.04, "t": 162.24, "r": 317.28, "b": 150.48 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 18 } ] }, { "document_id": 11891, "page": 100, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 15, "counts_by_type": { "caption": 2, "figure": 2, "footer": 1, "footnote": 2, "header": 4, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p100.1", "order": 1, "type": "header", "bbox": { "l": 36.96, "t": 522, "r": 254.4, "b": 496.8 }, "text": "2026-02 Existing and Proposed\nPrepared by Dynamic Engineering\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p100.2", "order": 2, "type": "header", "bbox": { "l": 252, "t": 522.48, "r": 360.96, "b": 497.04 }, "text": "NJ DEP 2-hr WQ Rainfall=1.24\"\nPrinted 2/10/2026\nPage 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472.56, "r": 242.4, "b": 446.88 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx® SD)\nInside = 23.7\" W × 36.0\" H => 5.75 sf × 3.95' L = 22.7 cf\nOutside = 23.7\" W × 36.0\" H => 5.93 sf × 3.95' L = 23.4 cf", "reading_order": 5 }, { "id": "p100.7", "order": 7, "type": "text", "bbox": { "l": 36.96, "t": 440.16, "r": 205.2, "b": 390 }, "text": "24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8.728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8.998.6 cf Displacement", "reading_order": 6 }, { "id": "p100.8", "order": 8, "type": "text", "bbox": { "l": 37.44, "t": 383.28, "r": 174.24, "b": 332.16 }, "text": "Chamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "reading_order": 7 }, { "id": "p100.9", "order": 9, "type": "figure", "bbox": { "l": 162.96, "t": 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Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "1.020 ac," }, { "row": 0, "col": 2, "coverage": 0, "text": "8.82% Impervious, Inflow Depth = 0.09\" for WQ event" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.17 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "1.17 hrs, Volume= 0.008 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.17 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "1.17 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min" } ] } }, "children": [ { "id": "p101.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 36.48, "t": 472.56, "r": 134.64, "b": 464.24 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p101.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 134.64, "t": 472.56, "r": 232.8, "b": 464.24 }, "text": "1.020 ac,", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p101.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 232.8, "t": 472.56, "r": 330.96, "b": 464.24 }, "text": "8.82% Impervious, Inflow Depth = 0.09\" for WQ event", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p101.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 36.48, "t": 464.24, "r": 134.64, "b": 455.92 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p101.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 134.64, "t": 464.24, "r": 232.8, "b": 455.92 }, "text": "0.17 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p101.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 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"col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 1 }, { "id": "p101.10.3", "order": 29, "type": "table_cell", "bbox": { "l": 432.72, "t": 464.72, "r": 506.22, "b": 456.16 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p101.10.4", "order": 30, "type": "table_cell", "bbox": { "l": 506.22, "t": 464.72, "r": 579.72, "b": 456.16 }, "text": "0.06 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p101.10.5", "order": 31, "type": "table_cell", "bbox": { "l": 579.72, "t": 464.72, "r": 653.22, "b": 456.16 }, "text": "1.17 hrs, Volume=", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p101.10.6", "order": 32, "type": "table_cell", "bbox": { "l": 653.22, "t": 464.72, "r": 726.72, "b": 456.16 }, "text": "0.003 af", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p101.10.7", "order": 33, "type": "table_cell", "bbox": { "l": 432.72, "t": 456.16, "r": 506.22, "b": 447.6 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p101.10.8", "order": 34, "type": "table_cell", "bbox": { "l": 506.22, "t": 456.16, "r": 579.72, "b": 447.6 }, "text": "0.06 cfs @", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p101.10.9", "order": 35, "type": "table_cell", "bbox": { "l": 579.72, "t": 456.16, "r": 653.22, "b": 447.6 }, "text": "1.17 hrs, Volume=", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p101.10.10", "order": 36, "type": "table_cell", "bbox": { "l": 653.22, "t": 456.16, "r": 726.72, "b": 447.6 }, "text": "0.003 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 9 } ], "reading_order": 9 }, { "id": "p101.11", "order": 37, "type": "caption", "bbox": { "l": 517.92, "t": 426.48, "r": 675.36, "b": 416.4 }, "text": "Link 8L: Existing Study Area Road (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p101.12", "order": 38, "type": "figure", "bbox": { "l": 439.92, "t": 413.28, "r": 747.36, "b": 245.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 11 }, { "id": "p101.13", "order": 39, "type": "footnote", "bbox": { "l": 37.44, "t": 442.32, "r": 238.8, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 12 }, { "id": "p101.14", "order": 40, "type": "footnote", "bbox": { "l": 433.44, "t": 442.32, "r": 634.56, "b": 433.44 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "attrs": { "block_label": "vision_footnote" }, "reading_order": 13 } ] }, { "document_id": 11891, "page": 102, "width": 792, "height": 612, "rotation": 270, "pipeline_version": 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"Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p102.9.2", "order": 18, "type": "table_cell", "bbox": { "l": 579.36, "t": 473.76, "r": 726.24, "b": 465.12 }, "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.00\" for WQ event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p102.9.3", "order": 19, "type": "table_cell", "bbox": { "l": 432.48, "t": 465.12, "r": 579.36, "b": 456.48 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p102.9.4", "order": 20, "type": "table_cell", "bbox": { "l": 579.36, "t": 465.12, "r": 726.24, "b": 456.48 }, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p102.9.5", "order": 21, "type": "table_cell", "bbox": { "l": 432.48, "t": 456.48, "r": 579.36, "b": 447.84 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p102.9.6", "order": 22, "type": "table_cell", "bbox": { "l": 579.36, "t": 456.48, "r": 726.24, "b": 447.84 }, "text": "0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p102.10", "order": 23, "type": "text", "bbox": { "l": 433.44, "t": 442.56, "r": 634.32, "b": 433.2 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 9 }, { "id": "p102.11", "order": 24, "type": "caption", "bbox": { "l": 531.36, "t": 426.48, "r": 660, "b": 416.4 }, "text": "Link 14L: Study Area West (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 10 }, { "id": "p102.12", "order": 25, "type": "figure", "bbox": { "l": 438.48, "t": 412.56, "r": 746.88, "b": 246.72 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, 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"colspan": 1 }, "reading_order": 0 }, { "id": "p103.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 184.44, "t": 472.8, "r": 331.92, "b": 465 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 1.00\" for WQ event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p103.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 36.96, "t": 465, "r": 184.44, "b": 457.2 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p103.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 184.44, "t": 465, "r": 331.92, "b": 457.2 }, "text": "1.33 cfs @ 1.17 hrs, Volume= 0.061 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p103.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 36.96, "t": 457.2, "r": 184.44, "b": 449.4 }, "text": "Primary =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p103.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 184.44, "t": 457.2, "r": 331.92, "b": 449.4 }, "text": "1.33 cfs @ 1.17 hrs, Volume= 0.061 af, Atten= 0%, Lag= 0.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p103.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 36.96, "t": 449.4, "r": 331.92, "b": 441.6 }, "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 6 } ], "reading_order": 3 }, { "id": "p103.5", "order": 12, "type": "caption", "bbox": { "l": 131.04, "t": 418.56, "r": 270.48, "b": 408.72 }, "text": "Link 16L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 4 }, { "id": "p103.6", "order": 13, "type": "figure", "bbox": { "l": 43.68, "t": 406.32, "r": 354.24, "b": 237.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 5 }, { "id": "p103.7", 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2025", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "children": [ { "id": "p103.7.5.1", "order": 20, "type": "form_field", "bbox": { "l": 568.4, "t": 505.28, "r": 576.88, "b": 496.8 }, "text": "", "attrs": { "field_kind": "radio", "label": "ledR 2025", "source": "glyph_estimate", "bbox_estimated": true, "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "label_source": "parent_text", "label_ref": "p103.7.5", "text_offset": 51, "text_span": 1 }, "reading_order": 0 } ], "reading_order": 4 }, { "id": "p103.7.6", "order": 21, "type": "table_cell", "bbox": { "l": 594.96, "t": 505.28, "r": 756.96, "b": 496.8 }, "text": "Page 28", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 6 }, { "id": "p103.8", "order": 22, "type": "heading", "bbox": { "l": 485.04, "t": 489.6, "r": 711.36, "b": 480 }, "text": "Summary for Link 18L: Study Area Road Undetained (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 7 }, { "id": "p103.9", "order": 23, "type": "table", "bbox": { "l": 432.72, "t": 473.52, "r": 726.72, "b": 447.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "cells_checked": 10, "cells_flagged": 10, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 0.26\" for WQ ev…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.06 cfs @" }, { "row": 1, "col": 2, "coverage": 0, "text": "1.17 hrs, Volume=" }, { "row": 1, "col": 3, "coverage": 0, "text": "0.003 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Primary =" }, { "row": 2, "col": 1, "coverage": 0, "text": "0.06 cfs @" }, { "row": 2, "col": 2, "coverage": 0, "text": "1.17 hrs, Volume=" }, { "row": 2, "col": 3, "coverage": 0, "text": "0.003 af, Atten= 0%, Lag= 0.0 min" } ] } }, "children": [ { "id": "p103.9.1", "order": 24, "type": "table_cell", "bbox": { "l": 432.72, "t": 473.52, "r": 506.22, "b": 464.8 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p103.9.2", "order": 25, "type": "table_cell", "bbox": { "l": 506.22, "t": 473.52, "r": 726.72, "b": 464.8 }, "text": "0.120 ac, 25.00% Impervious, Inflow Depth = 0.26\" for WQ event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 3 }, "reading_order": 1 }, { "id": "p103.9.3", "order": 26, "type": "table_cell", "bbox": { "l": 432.72, "t": 464.8, "r": 506.22, "b": 456.08 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p103.9.4", "order": 27, "type": "table_cell", "bbox": { "l": 506.22, "t": 464.8, "r": 579.72, "b": 456.08 }, "text": "0.06 cfs @", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p103.9.5", "order": 28, "type": "table_cell", "bbox": 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"block_label": "figure_title" }, "reading_order": 3 }, { "id": "p110.5", "order": 7, "type": "text", "bbox": { "l": 48.96, "t": 92.64, "r": 558.48, "b": 52.08 }, "text": "2026-02 Existing and Proposed NOAA 24-hr D 100-Year-Projected Rainfall=11.41\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "aside_text" }, "reading_order": 4 }, { "id": "p110.6", "order": 8, "type": "footnote", "bbox": { "l": 109.92, "t": 559.2, "r": 534, "b": 545.76 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72", "attrs": { "block_label": "vision_footnote" }, "reading_order": 5 } ] }, { "document_id": 11891, "page": 111, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p111.1", "order": 1, "type": "text", "bbox": { "l": 137.04, "t": 427.44, "r": 473.76, "b": 384 }, "text": "STORMWATER COLLECTION SYSTEM\nCALCULATIONS (PIPE SIZING)", "reading_order": 0 } ] }, { "document_id": 11891, "page": 112, "width": 1224, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 1224, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 24, "counts_by_type": { "figure": 1, "heading": 2, "table": 1, "table_cell": 20 }, "build_ms": 6, "items": [ { "id": "p112.1", "order": 1, "type": "figure", "bbox": { "l": 85.44, "t": 727.92, "r": 505.92, "b": 692.16 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image" }, "reading_order": 0 }, { "id": "p112.2", "order": 2, "type": "heading", "bbox": { "l": 48.48, "t": 674.16, "r": 688.08, "b": 662.4 }, "text": "Stormwater Collection System Calculations", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p112.3", "order": 3, "type": "heading", "bbox": { "l": 764.88, "t": 670.56, "r": 794.88, "b": 663.36 }, "text": "NOTES:", "level": 3, "reading_order": 2 }, { "id": "p112.4", "order": 4, "type": "table", "bbox": { "l": 51.6, "t": 666.96, "r": 1138.32, "b": 560.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 17, "integrity": { "cells_checked": 19, "cells_flagged": 4, "flags": [ { "row": 1, "col": 10, "coverage": 0, "text": "Material 0.013 0.013 0.013 0.013 0.013" }, { "row": 1, "col": 11, "coverage": 0, "text": "Manning's n 17 22 152 87 132 91 147" }, { "row": 1, "col": 13, "coverage": 0, "text": "Slope (ft/ft) 118.37 117.50 119.73 119.45 119.15 118.69 118…" }, { "row": 1, "col": 14, "coverage": 0.14, "text": "Start Invert (ft) 118.31 117.40 119.20 119.15 118.31 118.26…" } ] } }, "children": [ { "id": "p112.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 51.6, "t": 666.96, "r": 179.4494, "b": 613.8 }, "text": "Project: Proposed Office Building Job #: 3342-99-007 Location: Jackson, NJ Design Storm: 25 yr NJDEP", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 0 }, { "id": "p112.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 327.479869, "t": 660.7034160000001, "r": 395.530827, "b": 628.3149490000001 }, "text": "Computed By: NC Checked By: RTO Date: 2/13/2026 Last Revised:", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 7, "bbox_refit": true }, "reading_order": 1 }, { "id": "p112.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 768.479693, "t": 660.7034160000001, "r": 950.132479, "b": 637.0749450000001 }, "text": "1) Design method used is Rational Method, unless otherwise noted. 2) Refer to Weighted Runoff Coefficient table for calculation of incremental areas and C values", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 8, "bbox_refit": true }, "reading_order": 2 }, { "id": "p112.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 62.159979, "t": 619.345672, "r": 94.764708, "b": 564.495374 }, "text": "Start Node INLET A-310 OCS A-100 INLET A-203 INLET A-220 INLET A-210 INLET A-200 INLET A-200 INLET A-210", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p112.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 129.478421, "t": 619.345672, "r": 162.08315, "b": 578.6553690000001 }, "text": "Stop Node MTD 15\" FES INLET A-210 INLET A-210", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 4 }, { "id": "p112.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 197.761788, "t": 619.345672, "r": 271.116787, "b": 564.495374 }, "text": "Upstream Inlet Area (acres) 0.10 (N/A) 0.10 0.10 0.10 0.10 0.10", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p112.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 296.154003, "t": 619.345672, "r": 356.337369, "b": 564.495374 }, "text": "System Intensity (in/h) 7.045 8.020 7.700 7.700 7.507 7.143 7.365", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p112.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 381.237059, "t": 619.345672, "r": 449.565965, "b": 578.6553690000001 }, "text": "Upstream Inlet Tc (hours) 0.100 0.000 0.100 0.100 0.100", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p112.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 466.918168, "t": 619.345672, "r": 493.244512, "b": 564.495374 }, "text": "Flow (cfs) 4.18 3.02 0.72 0.72 1.56 3.57 1.39", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 8 }, { "id": "p112.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 513.600976, "t": 619.345672, "r": 580.361696, "b": 578.6553690000001 }, "text": "Capacity (Full Flow) (cfs) 6.21 4.44 3.82 3.82 3.82", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p112.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 607.446636, "t": 619.345672, "r": 657.904993, "b": 564.495374 }, "text": "Velocity (Out) (ft/s) 4.48 4.28 1.39 1.25 1.57 3.94 1.40", "attrs": { "row": 1, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p112.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 678.010377, "t": 619.345672, "r": 712.487904, "b": 571.575371 }, "text": "Diameter (in) 18 15 15 15 15 15", "attrs": { "row": 1, "col": 8, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 11 }, { "id": "p112.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 726.128639, "t": 619.345672, "r": 838.732984, "b": 571.575371 }, "text": "Section Type Circle Circle Concrete 0.013 0.013 0.013 0.013 0.013", "attrs": { "row": 1, "col": 9, "rowspan": 1, "colspan": 1, 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567.84, "r": 352.8, "b": 528.48 }, "text": "D DYNAMIC ENGINEERING", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p114.2", "order": 2, "type": "figure", "bbox": { "l": 220.02, "t": 533.52, "r": 450.54, "b": 188.28 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 1 }, { "id": "p114.3", "order": 3, "type": "heading", "bbox": { "l": 79.44, "t": 506.64, "r": 349.68, "b": 493.68 }, "text": "Preformed Scour Hole Design", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p114.4", "order": 4, "type": "table", "bbox": { "l": 76.32, "t": 487.92, "r": 304.08, "b": 418.32 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 2, "integrity": { "cells_checked": 13, "cells_flagged": 13, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Project:" }, { "row": 0, "col": 1, "coverage": 0, "text": "Proposed Office Building" }, { "row": 1, "col": 0, "coverage": 0, "text": "Job 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"attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p114.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 76.32, "t": 477.9771, "r": 190.2, "b": 468.0343 }, "text": "Job #:", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p114.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 190.2, "t": 477.9771, "r": 304.08, "b": 468.0343 }, "text": "3342-99-007", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p114.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 76.32, "t": 468.0343, "r": 190.2, "b": 458.0914 }, "text": "Location:", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p114.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 190.2, "t": 468.0343, "r": 304.08, "b": 458.0914 }, "text": "Jackson, NJ", "attrs": { "row": 2, "col": 1, "rowspan": 1, 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"p114.8", "order": 41, "type": "table", "bbox": { "l": 76.32, "t": 276, "r": 274.56, "b": 238.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "cells_checked": 8, "cells_flagged": 8, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Where Y = .5 D_{{o}}, Y(ft)" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.625" }, { "row": 1, "col": 0, "coverage": 0, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.02" }, { "row": 2, "col": 0, "coverage": 0, "text": "Overall Length of Scour Hole, L2 (ft)" }, { "row": 2, "col": 1, "coverage": 0, "text": "7.50" }, { "row": 3, "col": 0, "coverage": 0, "text": "Overall Width of Scour Hole, W2 (ft)" }, { "row": 3, "col": 1, "coverage": 0, "text": "6.25" } ] } }, "children": [ { "id": "p114.8.1", "order": 42, "type": "table_cell", "bbox": { "l": 76.32, "t": 276, "r": 175.44, "b": 266.7 }, "text": "Where Y = .5 D_{{o}}, Y(ft)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p114.8.2", "order": 43, "type": "table_cell", "bbox": { "l": 175.44, "t": 276, "r": 274.56, "b": 266.7 }, "text": "0.625", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p114.8.3", "order": 44, "type": "table_cell", "bbox": { "l": 76.32, "t": 266.7, "r": 175.44, "b": 257.4 }, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p114.8.4", "order": 45, "type": "table_cell", "bbox": { "l": 175.44, "t": 266.7, "r": 274.56, "b": 257.4 }, "text": "0.02", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p114.8.5", "order": 46, "type": "table_cell", "bbox": { "l": 76.32, "t": 257.4, "r": 175.44, "b": 248.1 }, "text": "Overall Length of Scour Hole, L2 (ft)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p114.8.6", "order": 47, "type": "table_cell", "bbox": { "l": 175.44, "t": 257.4, "r": 274.56, "b": 248.1 }, "text": "7.50", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p114.8.7", "order": 48, "type": "table_cell", "bbox": { "l": 76.32, "t": 248.1, "r": 175.44, "b": 238.8 }, "text": "Overall Width of Scour Hole, W2 (ft)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p114.8.8", "order": 49, "type": "table_cell", "bbox": { "l": 175.44, "t": 248.1, "r": 274.56, "b": 238.8 }, "text": "6.25", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 } ], "reading_order": 7 }, { "id": "p114.9", "order": 50, "type": "heading", "bbox": { "l": 78, "t": 230.4, "r": 149.76, "b": 221.28 }, "text": "When using[p114.9.1]:", "attrs": { "block_label": "paragraph_title" }, "children": [ { "id": "p114.9.1", "order": 51, "type": "formula", "bbox": { "l": 78, "t": 230.4, "r": 149.76, "b": 221.28 }, "text": "Y = (D₀)", "attrs": { "latex": "Y=(D_{0})", "inline": true, "text_offset": 10, "text_span": 10, "bbox_estimated": true, "alt": "Y equals D sub 0", "mathml": "Y=(D0)" }, "reading_order": 0 } ], "level": 3, "reading_order": 8 }, { "id": "p114.10", "order": 52, "type": "table", "bbox": { "l": 76.56, "t": 219.36, "r": 274.56, "b": 182.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p114.10.1", "order": 53, "type": "table_cell", "bbox": { "l": 76.56, "t": 219.36, "r": 175.56, "b": 210.06 }, "text": "Where Y = D_{{o}}, Y(ft)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p114.10.2", "order": 54, "type": "table_cell", "bbox": { "l": 175.56, "t": 219.36, "r": 274.56, "b": 210.06 }, "text": "1.250", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p114.10.3", "order": 55, "type": "table_cell", "bbox": { "l": 76.56, "t": 210.06, "r": 175.56, "b": 200.76 }, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p114.10.4", "order": 56, "type": "table_cell", "bbox": { "l": 175.56, "t": 210.06, "r": 274.56, "b": 200.76 }, "text": "0.02", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p114.10.5", "order": 57, "type": "table_cell", "bbox": { "l": 76.56, "t": 200.76, "r": 175.56, "b": 191.46 }, "text": "Overall Length of Scour Hole, L2 (ft)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p114.10.6", "order": 58, "type": "table_cell", "bbox": { "l": 175.56, "t": 200.76, "r": 274.56, "b": 191.46 }, "text": "11.25", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p114.10.7", "order": 59, "type": "table_cell", "bbox": { "l": 76.56, "t": 191.46, "r": 175.56, "b": 182.16 }, "text": "Overall Width of Scour Hole, W2 (ft)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p114.10.8", "order": 60, "type": "table_cell", "bbox": { "l": 175.56, "t": 191.46, "r": 274.56, "b": 182.16 }, "text": "10.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 } ], "reading_order": 9 }, { "id": "p114.11", "order": 61, "type": "text", "bbox": { "l": 276.24, "t": 264.72, "r": 358.32, "b": 256.32 }, "text": "Use D50 equal to 6 inches", "reading_order": 10 }, { "id": "p114.12", "order": 62, "type": "text", "bbox": { "l": 276, "t": 208.08, "r": 358.8, "b": 199.68 }, "text": "Use D50 equal to 6 inches", "reading_order": 11 }, { "id": "p114.13", "order": 63, "type": "text", "bbox": { "l": 75.6, "t": 158.64, "r": 201.36, "b": 108.72 }, "text": "Equations used:\nTw=0.2*Do (If Tw cannot be computed)\nWhere Y=1/2 Do\nD50=(0.0125/Tw)*(q^1.33)\nWhere Y=Do\nD50=(0.0082/Tw)*(q^1.33)", "reading_order": 12 }, { "id": "p114.14", "order": 64, "type": "figure", "bbox": { "l": 371.52, "t": 387.6, "r": 699.84, "b": 169.68 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "such devices due to the possible problems with mosquito breeding.\nSection of the Standards for Soil Erosion Control in New Jersey." }, "reading_order": 13 }, { "id": "p114.15", "order": 65, "type": "heading", "bbox": { "l": 76.8, "t": 94.32, "r": 99.84, "b": 86.4 }, "text": "Notes: ___", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 14 }, { "id": "p114.16", "order": 66, "type": "list", "bbox": { "l": 76.32, "t": 84, "r": 565.92, "b": 36.72 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p114.16.1", "order": 67, "type": "list_item", "bbox": { "l": 76.8, "t": 84, "r": 563.04, "b": 75.36 }, "text": "The use of scour holes shall comply with county or local ordinances which would restrict the use of such devices due to the possible problems with mosquito breeding.", "marker": "1.", "reading_order": 0 }, { "id": "p114.16.2", "order": 68, "type": "list_item", "bbox": { "l": 76.56, "t": 73.68, "r": 358.8, "b": 65.52 }, "text": "No bends or curves at the intersection of the conduit and apron or scour hole will be permitted.", "marker": "2.", "reading_order": 1 }, { "id": "p114.16.3", "order": 69, "type": "list_item", "bbox": { "l": 76.32, "t": 64.08, "r": 309.6, "b": 56.16 }, "text": "There shall be no overfall from the end of the apron to the receiving material.", "marker": "3.", "reading_order": 2 }, { "id": "p114.16.4", "order": 70, "type": "list_item", "bbox": { "l": 76.8, "t": 54, "r": 565.92, "b": 45.6 }, "text": "The thickness of the riprap lining, filter, and quality shall meet the requirements in the Riprap Standard Section of the Standards for Soil Erosion Control in New Jersey.", "marker": "4.", "reading_order": 3 }, { "id": "p114.16.5", "order": 71, "type": "list_item", "bbox": { "l": 76.56, "t": 44.88, "r": 178.32, "b": 36.72 }, "text": "Use a of[p114.16.5.1] 6 inches minimum.", "marker": "5.", "children": [ { "id": "p114.16.5.1", "order": 72, "type": "text", "bbox": { "l": 76.56, "t": 44.88, "r": 178.32, "b": 36.72 }, "text": "D₅₀", "attrs": { "inline": true, "text_offset": 8, "text_span": 13, "bbox_estimated": true }, "reading_order": 0 } ], "reading_order": 4 } ], "reading_order": 15 } ] }, { "document_id": 11891, "page": 115, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "heading": 1 }, "build_ms": 0, "items": [ { "id": "p115.1", "order": 1, "type": "heading", "bbox": { "l": 108.24, "t": 416.4, "r": 502.08, "b": 395.52 }, "text": "GROUNDWATER RECHARGE CALCULATION", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 } ] }, { "document_id": 11891, "page": 116, "width": 792, "height": 612, "rotation": 90, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 10, "counts_by_type": { "figure": 2, "heading": 1, "table": 1, "table_cell": 4, "text": 2 }, "build_ms": 0, "items": [ { "id": "p116.1", "order": 1, "type": "figure", "bbox": { "l": 210.24, "t": 532.08, "r": 565.68, "b": 494.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Result: Net 10" }, "reading_order": 0 }, { "id": "p116.2", "order": 2, "type": "heading", "bbox": { "l": 158.16, "t": 483.6, "r": 634.32, "b": 465.6 }, "text": "Pinelands Net Impervious 10 Year Infiltration Calculations", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p116.3", "order": 3, "type": "figure", "bbox": { "l": 119.28, "t": 457.44, "r": 670.08, "b": 334.32 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p116.3.1", "order": 4, "type": "text", "bbox": { "l": 120.48, "t": 454.56, "r": 158.16, "b": 421.44 }, "text": "Project:\nJob #:\nLocation:\nBasin Name: Prop. StormBrixx", "reading_order": 0 }, { "id": "p116.3.2", "order": 5, "type": "text", "bbox": { "l": 476.4, "t": 392.16, "r": 652.8, "b": 334.08 }, "text": "Ex. 10 Yr Imp. Volume = 0.046 acre feet\nProp. 10 Yr Imp. Volume = 0.366 acre feet\nNet Volume to be Infiltrated = 0.320 acre feet\nVolume below Lowest Orifice = 0.392 acre feet\nResult: Net 10 Year Increase is Infiltrated", "reading_order": 1 } ], "reading_order": 2 }, { "id": "p116.4", "order": 6, "type": "table", "bbox": { "l": 614.4, "t": 456.24, "r": 671.76, "b": 409.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 1, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p116.4.1", "order": 7, "type": "table_cell", "bbox": { "l": 614.4, "t": 456.24, "r": 671.76, "b": 444.6 }, "text": "NC", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p116.4.2", "order": 8, "type": "table_cell", "bbox": { "l": 614.4, "t": 444.6, "r": 671.76, "b": 432.96 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p116.4.3", "order": 9, "type": "table_cell", "bbox": { "l": 614.4, "t": 432.96, "r": 671.76, "b": 421.32 }, "text": "8/9/23", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p116.4.4", "order": 10, "type": "table_cell", "bbox": { "l": 614.4, "t": 421.32, "r": 671.76, "b": 409.68 }, "text": "02/10/2026", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 } ], "reading_order": 3 } ] }, { "document_id": 11891, "page": 117, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "heading": 1 }, "build_ms": 0, "items": [ { "id": "p117.1", "order": 1, "type": "heading", "bbox": { "l": 104.16, "t": 416.64, "r": 507.36, "b": 395.52 }, "text": "GROUNDWATER MOUNDING CALCULATIONS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 } ] }, { "document_id": 11891, "page": 118, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 24, "counts_by_type": { "heading": 1, "table": 1, "table_cell": 21, "text": 1 }, "build_ms": 4, "items": [ { "id": "p118.1", "order": 1, "type": "table", "bbox": { "l": 50.4, "t": 741.12, "r": 547.44, "b": 407.52 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 4, "integrity": { "cells_checked": 16, "cells_flagged": 1, "flags": [ { "row": 3, "col": 2, "coverage": 0, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…" } ] } }, "children": [ { "id": "p118.1.1", "order": 2, "type": "table_cell", "bbox": { "l": 51.839979, "t": 735.657306, "r": 89.029619, "b": 729.384068 }, "text": "Input Values", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4, "bbox_refit": true }, "reading_order": 0 }, { "id": "p118.1.2", "order": 3, "type": "table_cell", "bbox": { "l": 88.679965, "t": 648.076781, "r": 107.144673, "b": 640.808624 }, "text": "10.00", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 1 }, { "id": "p118.1.3", "order": 4, "type": "table_cell", "bbox": { "l": 135.959946, "t": 726.04219, "r": 141.326377, "b": 717.905713 }, "text": "R", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 2 }, { "id": "p118.1.4", "order": 5, "type": "table_cell", "bbox": { "l": 191.159924, "t": 726.556749, "r": 326.350557, "b": 710.528596 }, "text": "Recharge rate (permeability rate) (in/hr) Specific yield, Sy (dimensionless)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 3 }, { "id": "p118.1.5", "order": 6, "type": "table_cell", "bbox": { "l": 423.18, "t": 699.42, "r": 547.44, "b": 657.72 }, "text": "", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p118.1.6", "order": 7, "type": "table_cell", "bbox": { "l": 87.239965, "t": 706.569437, "r": 105.704674, "b": 701.311279 }, "text": "0.150", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 5 }, { "id": "p118.1.7", "order": 8, "type": "table_cell", "bbox": { "l": 135.47989, "t": 707.236757, "r": 143.099097, "b": 699.9686 }, "text": "Sy", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p118.1.8", "order": 9, "type": "table_cell", "bbox": { "l": 191.159924, "t": 707.356757, "r": 455.683975, "b": 691.208604 }, "text": "default value is 0.15; max value is 0.2 provided that a lab test data is submitted Horizontal hydraulic conductivity (in/hr)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 7 }, { "id": "p118.1.9", "order": 10, "type": "table_cell", "bbox": { "l": 423.18, "t": 657.72, "r": 547.44, "b": 616.02 }, "text": "", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p118.1.10", "order": 11, "type": "table_cell", "bbox": { "l": 88.679972, "t": 687.9167649999999, "r": 107.144681, "b": 680.648608 }, "text": "50.00", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 9 }, { "id": "p118.1.11", "order": 12, "type": "table_cell", "bbox": { "l": 191.159924, "t": 688.0367650000001, "r": 199.881381, "b": 680.768608 }, "text": "Kh", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 10 }, { "id": "p118.1.12", "order": 13, "type": "table_cell", "bbox": { "l": 298.92, "t": 616.02, "r": 423.18, "b": 574.32 }, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 11 }, { "id": "p118.1.13", "order": 14, "type": "table_cell", "bbox": { "l": 423.18, "t": 616.02, "r": 547.44, "b": 574.32 }, "text": "", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 12 }, { "id": "p118.1.14", "order": 15, "type": "table_cell", "bbox": { "l": 84.599966, "t": 677.956769, "r": 107.14554, "b": 650.76862 }, "text": "47.500\n16.000\n6.74", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 13 }, { "id": "p118.1.15", "order": 16, "type": "table_cell", "bbox": { "l": 137.399945, "t": 677.956769, "r": 141.213571, "b": 650.76862 }, "text": "x\ny\nt", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 14 }, { "id": "p118.1.16", "order": 17, "type": "table_cell", "bbox": { "l": 191.159924, "t": 677.956769, "r": 321.957646, "b": 650.76862 }, "text": "1/2 length of basin (x direction, in feet)\n1/2 width of basin (y direction, in feet)\nDuration of infiltration period (hours)", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true }, "reading_order": 15 }, { "id": "p118.1.17", "order": 18, "type": "table_cell", "bbox": { "l": 423.18, "t": 574.32, "r": 547.44, "b": 532.62 }, "text": "", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p118.1.18", "order": 19, "type": "table_cell", "bbox": { "l": 240.239904, "t": 435.609099, "r": 255.526712, "b": 429.850473 }, "text": "10.00", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 17 }, { "id": "p118.1.19", "order": 20, "type": "table_cell", "bbox": { "l": 131.639947, "t": 648.076781, "r": 147.039273, "b": 640.808624 }, "text": "hi(0)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 18 }, { "id": "p118.1.20", "order": 21, "type": "table_cell", "bbox": { "l": 191.159924, "t": 648.076781, "r": 324.025371, "b": 640.808624 }, "text": "Initial thickness of saturated zone (feet)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 19 }, { "id": "p118.1.21", "order": 22, "type": "table_cell", "bbox": { "l": 423.18, "t": 449.22, "r": 547.44, "b": 407.52 }, "text": "", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 20 } ], "reading_order": 0 }, { "id": "p118.2", "order": 23, "type": "heading", "bbox": { "l": 55.44, "t": 405.12, "r": 113.04, "b": 394.08 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p118.3", "order": 24, "type": "text", "bbox": { "l": 49.44, "t": 389.52, "r": 541.68, "b": 294.96 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater mounding beneath hypothetical stormwater infiltration basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 2 } ] }, { "document_id": 11891, "page": 119, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p119.1", "order": 1, "type": "text", "bbox": { "l": 147.12, "t": 426.48, "r": 464.4, "b": 406.8 }, "text": "BASIN DRAIN TIME CALCULATIONS", "reading_order": 0 } ] }, { "document_id": 11891, "page": 120, "width": 792, "height": 612, "rotation": 90, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 38, "counts_by_type": { "figure": 2, "heading": 2, "table": 3, "table_cell": 24, "text": 7 }, "build_ms": 2, "items": [ { "id": "p120.1", "order": 1, "type": "figure", "bbox": { "l": 209.52, "t": 531.84, "r": 565.2, "b": 494.4 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image", "embedded_text": "Design Recharge Rate * = 10 inches\nDepth of Runoff to be Infiltrated / Design Recharge Rate = Time to Empty Basin = 2.87 hours**" }, "reading_order": 0 }, { "id": "p120.2", "order": 2, "type": "heading", "bbox": { "l": 228.24, "t": 483.36, "r": 564, "b": 465.6 }, "text": "Infiltration Basin Drain time Calculations", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 1 }, { "id": "p120.3", "order": 3, "type": "figure", "bbox": { "l": 121.2, "t": 458.64, "r": 668.4, "b": 340.08 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p120.3.1", "order": 4, "type": "heading", "bbox": { "l": 544.08, "t": 421.44, "r": 579.6, "b": 411.84 }, "text": "Revised:", "level": 3, "reading_order": 0 }, { "id": "p120.3.2", "order": 5, "type": "text", "bbox": { "l": 118.56, "t": 411.12, "r": 422.64, "b": 398.88 }, "text": "Basin Name: Prop. StormBrixx", "reading_order": 1 } ], "reading_order": 2 }, { "id": "p120.4", "order": 6, "type": "table", "bbox": { "l": 118.8, "t": 456.24, "r": 600.24, "b": 415.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p120.4.1", "order": 7, "type": "table_cell", "bbox": { "l": 118.8, "t": 456.24, "r": 279.28, "b": 442.8 }, "text": "Project:", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p120.4.2", "order": 8, "type": "table_cell", "bbox": { "l": 279.28, "t": 456.24, "r": 439.76, "b": 442.8 }, "text": "Proposed Office Building", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p120.4.3", "order": 9, "type": "table_cell", "bbox": { "l": 439.76, "t": 456.24, "r": 600.24, "b": 442.8 }, "text": "Computed By:", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p120.4.4", "order": 10, "type": "table_cell", "bbox": { "l": 118.8, "t": 442.8, "r": 279.28, "b": 429.36 }, "text": "Job #:", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p120.4.5", "order": 11, "type": "table_cell", "bbox": { "l": 279.28, "t": 442.8, "r": 439.76, "b": 429.36 }, "text": "3342-99-007", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p120.4.6", "order": 12, "type": "table_cell", "bbox": { "l": 439.76, "t": 442.8, "r": 600.24, "b": 429.36 }, "text": "Checked By:", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p120.4.7", "order": 13, "type": "table_cell", "bbox": { "l": 118.8, "t": 429.36, "r": 279.28, "b": 415.92 }, "text": "Location:", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p120.4.8", "order": 14, "type": "table_cell", "bbox": { "l": 279.28, "t": 429.36, "r": 439.76, "b": 415.92 }, "text": "Jackson, NJ", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p120.4.9", "order": 15, "type": "table_cell", "bbox": { "l": 439.76, "t": 429.36, "r": 600.24, "b": 415.92 }, "text": "Date:", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 8 } ], "reading_order": 3 }, { "id": "p120.5", "order": 16, "type": "table", "bbox": { "l": 613.68, "t": 456, "r": 671.76, "b": 410.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 1, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p120.5.1", "order": 17, "type": "table_cell", "bbox": { "l": 613.68, "t": 456, "r": 671.76, "b": 444.6 }, "text": "NC", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p120.5.2", "order": 18, "type": "table_cell", "bbox": { "l": 613.68, "t": 444.6, "r": 671.76, "b": 433.2 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p120.5.3", "order": 19, "type": "table_cell", "bbox": { "l": 613.68, "t": 433.2, "r": 671.76, "b": 421.8 }, "text": "8/9/23", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p120.5.4", "order": 20, "type": "table_cell", "bbox": { "l": 613.68, "t": 421.8, "r": 671.76, "b": 410.4 }, "text": "02/10/2026", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 } ], "reading_order": 4 }, { "id": "p120.6", "order": 21, "type": "table", "bbox": { "l": 136.56, "t": 391.2, "r": 642.48, "b": 342 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p120.6.1", "order": 22, "type": "table_cell", "bbox": { "l": 136.56, "t": 391.2, "r": 305.2, "b": 342 }, "text": "Effective Depth of Runoff to be Infiltrated = Volume of Runoff to be Infiltrated / Surface Area of Infiltration Area =", "attrs": { "row": 0, "col": 0, "rowspan": 5, "colspan": 1 }, "reading_order": 0 }, { "id": "p120.6.2", "order": 23, "type": "table_cell", "bbox": { "l": 305.2, "t": 391.2, "r": 473.84, "b": 381.36 }, "text": "7,267", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p120.6.3", "order": 24, "type": "table_cell", "bbox": { "l": 473.84, "t": 391.2, "r": 642.48, "b": 381.36 }, "text": "cubic feet", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p120.6.4", "order": 25, "type": "table_cell", "bbox": { "l": 305.2, "t": 381.36, "r": 473.84, "b": 371.52 }, "text": "3,040", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p120.6.5", "order": 26, "type": "table_cell", "bbox": { "l": 473.84, "t": 381.36, "r": 642.48, "b": 371.52 }, "text": "square feet", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p120.6.6", "order": 27, "type": "table_cell", "bbox": { "l": 305.2, "t": 371.52, "r": 473.84, "b": 361.68 }, "text": "2.39", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p120.6.7", "order": 28, "type": "table_cell", "bbox": { "l": 473.84, "t": 371.52, "r": 642.48, "b": 361.68 }, "text": "feet", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p120.6.8", "order": 29, "type": "table_cell", "bbox": { "l": 305.2, "t": 361.68, "r": 473.84, "b": 351.84 }, "text": "20", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p120.6.9", "order": 30, "type": "table_cell", "bbox": { "l": 473.84, "t": 361.68, "r": 642.48, "b": 351.84 }, "text": "inches per hour", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p120.6.10", "order": 31, "type": "table_cell", "bbox": { "l": 305.2, "t": 351.84, "r": 473.84, "b": 342 }, "text": "10", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p120.6.11", "order": 32, "type": "table_cell", "bbox": { "l": 473.84, "t": 351.84, "r": 642.48, "b": 342 }, "text": "inches per hour", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 10 } ], "reading_order": 5 }, { "id": "p120.7", "order": 33, "type": "text", "bbox": { "l": 184.8, "t": 334.32, "r": 570.96, "b": 324.48 }, "text": "Effective Depth of Runoff to be Infiltrated / Design Recharge Rate = Time to Empty Basin =", "reading_order": 6 }, { "id": "p120.8", "order": 34, "type": "text", "bbox": { "l": 525.84, "t": 334.08, "r": 571.68, "b": 324.96 }, "text": "2.87 hours [p120.8.1]", "children": [ { "id": "p120.8.1", "order": 35, "type": "text", "bbox": { "l": 525.84, "t": 334.08, "r": 571.68, "b": 324.96 }, "text": "^{**}", "attrs": { "inline": true, "text_offset": 11, "text_span": 10, "bbox_estimated": true }, "reading_order": 0 } ], "reading_order": 7 }, { "id": "p120.9", "order": 36, "type": "text", "bbox": { "l": 182.88, "t": 316.08, "r": 625.44, "b": 298.08 }, "text": "[p120.9.1]Note : Factor of Safety of 2 is applied to the Field Tested Recharge Rate to establish the Design Recharge Rate\n [p120.9.2]Note : Time to Empty Basin must be less than 72 hours. Therefore; Drain time is less than 72 Hours, therefore, design is acceptable", "children": [ { "id": "p120.9.1", "order": 37, "type": "text", "bbox": { "l": 182.88, "t": 316.08, "r": 625.44, "b": 298.08 }, "text": "^{*}", "attrs": { "inline": true, "text_offset": 0, "text_span": 10, "bbox_estimated": true }, "reading_order": 0 }, { "id": "p120.9.2", "order": 38, "type": "text", "bbox": { "l": 182.88, "t": 316.08, "r": 625.44, "b": 298.08 }, "text": "^{**}", "attrs": { "inline": true, "text_offset": 123, "text_span": 10, "bbox_estimated": true }, "reading_order": 1 } ], "reading_order": 8 } ] }, { "document_id": 11891, "page": 121, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p121.1", "order": 1, "type": "text", "bbox": { "l": 126.48, "t": 437.04, "r": 484.08, "b": 416.88 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382.5257, "r": 358.08, "b": 367.9543 }, "text": "Description", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 14 }, { "id": "p127.5.16", "order": 21, "type": "table_cell", "bbox": { "l": 37.44, "t": 367.9543, "r": 90.88, "b": 353.3829 }, "text": "1.4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 15 }, { "id": "p127.5.17", "order": 22, "type": "table_cell", "bbox": { "l": 90.88, "t": 367.9543, "r": 144.32, "b": 353.3829 }, "text": "8", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 16 }, { "id": "p127.5.18", "order": 23, "type": "table_cell", "bbox": { "l": 144.32, "t": 367.9543, "r": 197.76, "b": 353.3829 }, "text": "0.0125", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 17 }, { "id": "p127.5.19", "order": 24, "type": "table_cell", "bbox": { "l": 197.76, "t": 367.9543, "r": 251.2, "b": 353.3829 }, "text": "0.10", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 18 }, { "id": "p127.5.20", "order": 25, "type": "table_cell", "bbox": { "l": 251.2, "t": 367.9543, "r": 304.64, "b": 353.3829 }, "text": "", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 19 }, { "id": "p127.5.21", "order": 26, "type": "table_cell", "bbox": { "l": 304.64, "t": 367.9543, "r": 358.08, "b": 353.3829 }, "text": "Sheet Flow, A-B\\nGrass: Short n= 0.150 P2= 4.04\"", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 20 }, { "id": "p127.5.22", "order": 27, "type": "table_cell", "bbox": { "l": 37.44, "t": 353.3829, "r": 90.88, "b": 338.8114 }, "text": "0.2", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 21 }, { "id": "p127.5.23", "order": 28, "type": "table_cell", "bbox": { "l": 90.88, "t": 353.3829, "r": 144.32, "b": 338.8114 }, "text": "46", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 22 }, { "id": "p127.5.24", "order": 29, "type": "table_cell", "bbox": { "l": 144.32, "t": 353.3829, "r": 197.76, "b": 338.8114 }, "text": "0.0380", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 23 }, { "id": "p127.5.25", "order": 30, "type": "table_cell", "bbox": { "l": 197.76, "t": 353.3829, "r": 251.2, "b": 338.8114 }, "text": "3.96", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 24 }, { "id": "p127.5.26", "order": 31, "type": "table_cell", "bbox": { "l": 251.2, "t": 353.3829, "r": 304.64, "b": 338.8114 }, "text": "", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 25 }, { "id": "p127.5.27", "order": 32, "type": "table_cell", "bbox": { "l": 304.64, "t": 353.3829, "r": 358.08, "b": 338.8114 }, "text": "Shallow Concentrated Flow, B-C\\nPaved Kv= 20.3 fps", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 26 }, { "id": "p127.5.28", "order": 33, "type": "table_cell", "bbox": { "l": 37.44, "t": 338.8114, "r": 90.88, "b": 324.24 }, "text": "1.3", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 27 }, { "id": "p127.5.29", "order": 34, "type": "table_cell", "bbox": { "l": 90.88, "t": 338.8114, "r": 144.32, "b": 324.24 }, "text": "297", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 28 }, { "id": "p127.5.30", "order": 35, "type": "table_cell", "bbox": { "l": 144.32, "t": 338.8114, "r": 197.76, "b": 324.24 }, "text": "0.0035", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 29 }, { "id": "p127.5.31", "order": 36, "type": "table_cell", "bbox": { "l": 197.76, "t": 338.8114, "r": 251.2, "b": 324.24 }, "text": "3.68", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 30 }, { "id": "p127.5.32", "order": 37, "type": "table_cell", "bbox": { "l": 251.2, "t": 338.8114, "r": 304.64, "b": 324.24 }, "text": "4.52", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 }, "reading_order": 31 }, { "id": "p127.5.33", "order": 38, "type": "table_cell", "bbox": { "l": 304.64, "t": 338.8114, "r": 358.08, "b": 324.24 }, "text": "Pipe Channel, C-D\\n15.0\" Round Area= 1.2 sf Perim= 3.9' r= 0.31'\\nn= 0.011 Concrete pipe, straight & clean", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 }, "reading_order": 32 } ], "reading_order": 4 }, { "id": "p127.6", "order": 39, "type": "caption", "bbox": { "l": 99.6, "t": 307.92, "r": 304.08, "b": 298.32 }, "text": "Subcatchment 19S: Study Area WQ MTD A-110 (Perv)", "attrs": { "block_label": "figure_title" }, "reading_order": 5 }, { "id": "p127.7", "order": 40, "type": "figure", "bbox": { "l": 44.88, "t": 294.24, "r": 347.52, "b": 127.92 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 6 }, { "id": "p127.8", "order": 41, "type": "caption", "bbox": { "l": 174.96, "t": 131.76, "r": 206.88, "b": 126.24 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p127.9", "order": 42, "type": "table", "bbox": { "l": 433.2, "t": 522.24, "r": 756.24, "b": 496.56 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2, "integrity": { "cells_checked": 6, "cells_flagged": 6, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "2026-02 Offsite Stability" }, { "row": 0, "col": 1, "coverage": 0, "text": "NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"" }, { "row": 1, "col": 0, "coverage": 0, "text": "Prepared by Dynamic Engineering" }, { "row": 1, "col": 1, "coverage": 0, "text": "Printed 2/10/2026" }, { "row": 2, "col": 0, "coverage": 0, "text": "HydroCAD $ ^{®} $ 10.20-8a s/n 08640 $ ^{©} $ 2025 HydroCAD…" }, { "row": 2, "col": 1, "coverage": 0, "text": "Page 12" } ] } }, "children": [ { "id": "p127.9.1", "order": 43, "type": "table_cell", "bbox": { "l": 433.2, "t": 522.24, "r": 594.72, "b": 513.68 }, "text": "2026-02 Offsite Stability", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p127.9.2", "order": 44, "type": "table_cell", "bbox": { "l": 594.72, "t": 522.24, "r": 756.24, "b": 513.68 }, "text": "NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p127.9.3", "order": 45, "type": "table_cell", "bbox": { "l": 433.2, "t": 513.68, "r": 594.72, "b": 505.12 }, "text": "Prepared by Dynamic Engineering", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p127.9.4", "order": 46, "type": "table_cell", "bbox": { "l": 594.72, "t": 513.68, "r": 756.24, "b": 505.12 }, "text": "Printed 2/10/2026", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p127.9.5", "order": 47, "type": "table_cell", "bbox": { "l": 433.2, "t": 505.12, "r": 594.72, "b": 496.56 }, "text": "HydroCAD $ ^{®} $ 10.20-8a s/n 08640 $ ^{©} $ 2025 HydroCAD Software Solutions LLC", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p127.9.6", "order": 48, "type": "table_cell", "bbox": { "l": 594.72, "t": 505.12, "r": 756.24, "b": 496.56 }, "text": "Page 12", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 } ], "reading_order": 8 }, { "id": "p127.10", "order": 49, "type": "heading", "bbox": { "l": 493.92, "t": 490.08, "r": 700.56, "b": 479.76 }, "text": "Summary for Pond 17P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p127.11", "order": 50, "type": "table", "bbox": { "l": 433.2, "t": 473.76, "r": 733.44, "b": 434.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 2, "integrity": { "cells_checked": 9, "cells_flagged": 8, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Inflow Area =" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 6.28\" for 25-Ye…" }, { "row": 1, "col": 0, "coverage": 0, "text": "Inflow =" }, { "row": 1, "col": 1, "coverage": 0, "text": "3.02 cfs @ 12.19 hrs, Volume= 0.388 af" }, { "row": 2, "col": 0, "coverage": 0, "text": "Outflow =" }, { "row": 2, "col": 1, "coverage": 0, "text": "1.06 cfs @ 12.67 hrs, Volume= 0.300 af, Atten= 65%, Lag= 29…" }, { "row": 3, "col": 1, "coverage": 0, "text": "1.06 cfs @ 12.67 hrs, Volume= 0.300 af" }, { "row": 4, "col": 0, "coverage": 0, "text": "Routed to nonexistent node 14L" } ] } }, "children": [ { "id": "p127.11.1", "order": 51, "type": "table_cell", "bbox": { "l": 433.2, "t": 473.76, "r": 583.32, "b": 465.936 }, "text": "Inflow Area =", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 0 }, { "id": "p127.11.2", "order": 52, "type": "table_cell", "bbox": { "l": 583.32, "t": 473.76, "r": 733.44, "b": 465.936 }, "text": "0.740 ac, 97.30% Impervious, Inflow Depth = 6.28\" for 25-Year event", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p127.11.3", "order": 53, "type": "table_cell", "bbox": { "l": 433.2, "t": 465.936, "r": 583.32, "b": 458.112 }, "text": "Inflow =", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p127.11.4", "order": 54, "type": "table_cell", "bbox": { "l": 583.32, "t": 465.936, "r": 733.44, "b": 458.112 }, "text": "3.02 cfs @ 12.19 hrs, Volume= 0.388 af", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p127.11.5", "order": 55, "type": "table_cell", "bbox": { "l": 433.2, "t": 458.112, "r": 583.32, "b": 450.288 }, "text": "Outflow =", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p127.11.6", "order": 56, "type": "table_cell", "bbox": { "l": 583.32, "t": 458.112, "r": 733.44, "b": 450.288 }, "text": "1.06 cfs @ 12.67 hrs, Volume= 0.300 af, Atten= 65%, Lag= 29.0 min", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p127.11.7", "order": 57, "type": "table_cell", "bbox": { "l": 462.980899, "t": 465.535118, "r": 486.238396, "b": 459.182081 }, "text": "Primary =", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true }, "reading_order": 6 }, { "id": "p127.11.8", "order": 58, "type": "table_cell", "bbox": { "l": 583.32, "t": 450.288, "r": 733.44, "b": 442.464 }, "text": "1.06 cfs @ 12.67 hrs, Volume= 0.300 af", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p127.11.9", "order": 59, "type": "table_cell", "bbox": { "l": 433.2, "t": 442.464, "r": 733.44, "b": 434.64 }, "text": "Routed to nonexistent node 14L", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 2 }, "reading_order": 8 } ], "reading_order": 10 }, { "id": "p127.12", "order": 60, "type": "text", "bbox": { "l": 432.96, "t": 427.44, "r": 656.88, "b": 410.4 }, "text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs\nPeak Elev= 120.31' @ 12.67 hrs Surf.Area= 3,001 sf Storage= 8,183 cf", "reading_order": 11 }, { "id": "p127.13", "order": 61, "type": "text", "bbox": { "l": 432.96, "t": 404.4, "r": 661.68, "b": 387.84 }, "text": "Plug-Flow detention time=244.3 min calculated for 0.300 af (77% of inflow) Center-of-Mass det. time=155.0 min (910.0 - 755.0)", "reading_order": 12 }, { "id": "p127.14", "order": 62, "type": "table", "bbox": { "l": 432.24, "t": 382.08, "r": 751.68, "b": 326.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p127.14.1", "order": 63, "type": "table_cell", "bbox": { "l": 432.24, "t": 382.08, "r": 512.1, "b": 363.44 }, "text": "Volume", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p127.14.2", "order": 64, "type": "table_cell", "bbox": { "l": 512.1, "t": 382.08, "r": 591.96, "b": 363.44 }, "text": "Invert", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p127.14.3", "order": 65, "type": "table_cell", "bbox": { "l": 591.96, "t": 382.08, "r": 671.82, "b": 363.44 }, "text": "Avail.Storage", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p127.14.4", "order": 66, "type": "table_cell", "bbox": { "l": 671.82, "t": 382.08, "r": 751.68, "b": 363.44 }, "text": "Storage Description", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p127.14.5", "order": 67, "type": "table_cell", "bbox": { "l": 432.24, "t": 363.44, "r": 512.1, "b": 344.8 }, "text": "#1A", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p127.14.6", "order": 68, "type": "table_cell", "bbox": { "l": 512.1, "t": 363.44, "r": 591.96, "b": 344.8 }, "text": "117.50'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p127.14.7", "order": 69, "type": "table_cell", "bbox": { "l": 591.96, "t": 363.44, "r": 671.82, "b": 344.8 }, "text": "0 cf", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p127.14.8", "order": 70, "type": "table_cell", "bbox": { "l": 671.82, "t": 363.44, "r": 751.68, "b": 344.8 }, "text": "31.63'W × 94.88'L × 3.00'H Field A", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p127.14.9", "order": 71, "type": "table_cell", "bbox": { "l": 432.24, "t": 344.8, "r": 512.1, "b": 326.16 }, "text": "#2A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p127.14.10", "order": 72, "type": "table_cell", "bbox": { "l": 512.1, "t": 344.8, "r": 591.96, "b": 326.16 }, "text": "117.50'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p127.14.11", "order": 73, "type": "table_cell", "bbox": { "l": 591.96, "t": 344.8, "r": 671.82, "b": 326.16 }, "text": "8,729 cf", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p127.14.12", "order": 74, "type": "table_cell", "bbox": { "l": 671.82, "t": 344.8, "r": 751.68, "b": 326.16 }, "text": "8,999 cf Overall - 8,999 cf Embedded = 0 cf × 40.0% Voids\\nACO StormBrixx SD 1 × 384 Inside #1\\nInside= 23.7\"W × 36.0\"H => 5.75 sf × 3.95'L = 22.7 cf\\nOutside= 23.7\"W × 36.0\"H => 5.93 sf × 3.95'L = 23.4 cf\\n384 Chambers in 16 Rows", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 13 }, { "id": "p127.15", "order": 75, "type": "text", "bbox": { "l": 522.48, "t": 325.92, "r": 628.8, "b": 317.52 }, "text": "8,729 cf Total Available Storage", "reading_order": 14 }, { "id": "p127.16", "order": 76, "type": "text", "bbox": { "l": 442.08, "t": 311.28, "r": 587.52, "b": 302.16 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 15 }, { "id": "p127.17", "order": 77, "type": "table", "bbox": { "l": 433.2, "t": 296.16, "r": 751.44, "b": 246.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p127.17.1", "order": 78, "type": "table_cell", "bbox": { "l": 433.2, "t": 296.16, "r": 512.76, "b": 279.76 }, "text": "Device", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 0 }, { "id": "p127.17.2", "order": 79, "type": "table_cell", "bbox": { "l": 512.76, "t": 296.16, "r": 592.32, "b": 279.76 }, "text": "Routing", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 1 }, { "id": "p127.17.3", "order": 80, "type": "table_cell", "bbox": { "l": 592.32, "t": 296.16, "r": 671.88, "b": 279.76 }, "text": "Invert", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 2 }, { "id": "p127.17.4", "order": 81, "type": "table_cell", "bbox": { "l": 671.88, "t": 296.16, "r": 751.44, "b": 279.76 }, "text": "Outlet Devices", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" }, "reading_order": 3 }, { "id": "p127.17.5", "order": 82, "type": "table_cell", "bbox": { "l": 433.2, "t": 279.76, "r": 512.76, "b": 263.36 }, "text": "#1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p127.17.6", "order": 83, "type": "table_cell", "bbox": { "l": 512.76, "t": 279.76, "r": 592.32, "b": 263.36 }, "text": "Primary", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 5 }, { "id": "p127.17.7", "order": 84, "type": "table_cell", "bbox": { "l": 592.32, "t": 279.76, "r": 671.88, "b": 263.36 }, "text": "117.50'", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 6 }, { "id": "p127.17.8", "order": 85, "type": "table_cell", "bbox": { "l": 671.88, "t": 279.76, "r": 751.44, "b": 263.36 }, "text": "15.0\" Round Culvert\\nL= 22.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 117.50' / 117.40' S= 0.0045'' Cc= 0.900\\nn= 0.013, Flow Area= 1.23 sf", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 7 }, { "id": "p127.17.9", "order": 86, "type": "table_cell", "bbox": { "l": 433.2, "t": 263.36, "r": 512.76, "b": 246.96 }, "text": "#2", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 8 }, { "id": "p127.17.10", "order": 87, "type": "table_cell", "bbox": { "l": 512.76, "t": 263.36, "r": 592.32, "b": 246.96 }, "text": "Device 1", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 9 }, { "id": "p127.17.11", "order": 88, "type": "table_cell", "bbox": { "l": 592.32, "t": 263.36, "r": 671.88, "b": 246.96 }, "text": "118.81'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 10 }, { "id": "p127.17.12", "order": 89, "type": "table_cell", "bbox": { "l": 671.88, "t": 263.36, "r": 751.44, "b": 246.96 }, "text": "6.0\" Vert. Orifice C= 0.600 Limited to weir flow at low heads", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 11 } ], "reading_order": 16 }, { "id": "p127.18", "order": 90, "type": "text", "bbox": { "l": 433.2, "t": 242.4, "r": 670.56, "b": 217.44 }, "text": "Primary OutFlow Max=1.06 cfs @ 12.67 hrs HW=120.31' (Free Discharge)\n1=Culvert (Passes 1.06 cfs of 9.70 cfs potential flow)\n2=Orifice (Orifice Controls 1.06 cfs @ 5.38 fps)", "reading_order": 17 }, { "id": "p127.19", "order": 91, "type": "footnote", "bbox": { "l": 49.44, "t": 323.76, "r": 228.24, "b": 315.12 }, "text": "2.9 351 Total, Increased to minimum $ T_{c} = 10.0 \\, min $", "attrs": { "block_label": "vision_footnote" }, "reading_order": 18 } ] }, { "document_id": 11891, "page": 128, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 11, "counts_by_type": { "caption": 2, "figure": 2, "footer": 1, "header": 2, "heading": 1, "text": 3 }, "build_ms": 1, "items": [ { "id": "p128.1", "order": 1, "type": "header", "bbox": { "l": 37.2, "t": 522, "r": 360.24, "b": 496.8 }, "text": "2026-02 Offsite Stability NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 13", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p128.2", "order": 2, "type": "header", "bbox": { "l": 432, "t": 522, "r": 756, "b": 496.8 }, "text": "2026-02 Offsite Stability NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 14", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p128.3", "order": 3, "type": "heading", "bbox": { "l": 75.6, "t": 489.84, "r": 329.52, "b": 479.76 }, "text": "Pond 17P: Basin A Routing (StormBrixx) - Chamber Wizard Field A", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p128.4", "order": 4, "type": "text", "bbox": { "l": 37.44, "t": 472.32, "r": 242.64, "b": 447.12 }, "text": "Chamber Model = ACO StormBrixx SD 1 (ACO StormBrixx® SD)\nInside = 23.7\" W x 36.0\" H => 5.75 sf x 3.95' L = 22.7 cf\nOutside = 23.7\" W x 36.0\" H => 5.93 sf x 3.95' L = 23.4 cf", "reading_order": 3 }, { "id": "p128.5", "order": 5, "type": "text", "bbox": { "l": 37.2, "t": 440.16, "r": 205.2, "b": 390 }, "text": "24 Chambers/Row x 3.95' Long = 94.88' Row Length\n16 Rows x 23.7\" Wide = 31.63' Base Width\n36.0\" Chamber Height = 3.00' Field Height\n384 Chambers x 22.7 cf = 8.728.7 cf Chamber Storage\n384 Chambers x 23.4 cf = 8.998.6 cf Displacement", "reading_order": 4 }, { "id": "p128.6", "order": 6, "type": "text", "bbox": { "l": 37.44, "t": 383.28, "r": 174.24, "b": 332.4 }, "text": "Chamber Storage = 8,728.7 cf = 0.200 af\nOverall Storage Efficiency = 97.0%\nOverall System Size = 94.88' x 31.63' x 3.00'\n384 Chambers\n333.3 cy Field", "reading_order": 5 }, { "id": "p128.7", "order": 7, "type": "figure", "bbox": { "l": 162.96, "t": 325.68, "r": 232.8, "b": 118.56 }, "text": "", "attrs": { "block_label": "image" }, "reading_order": 6 }, { "id": "p128.8", "order": 8, "type": "caption", "bbox": { "l": 518.16, "t": 490.08, "r": 673.68, "b": 479.76 }, "text": "Pond 17P: Basin A Routing (StormBrixx)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p128.9", "order": 9, "type": "figure", "bbox": { "l": 437.04, "t": 476.88, "r": 746.88, "b": 310.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p128.10", "order": 10, "type": "caption", "bbox": { "l": 563.52, "t": 313.68, "r": 594.48, "b": 308.4 }, "text": "", "attrs": { "block_label": "figure_title" }, "reading_order": 9 }, { "id": "p128.11", "order": 11, "type": "footer", "bbox": { "l": 162.96, "t": 99.12, "r": 233.28, "b": 89.28 }, "text": "□ □ □ □", "attrs": { "block_label": "footer" }, "reading_order": 10 } ] }, { "document_id": 11891, "page": 129, "width": 792, "height": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 792, "height_pt": 612, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 15, "counts_by_type": { "caption": 3, "figure": 2, "footnote": 1, "header": 2, "heading": 2, "text": 5 }, "build_ms": 1, "items": [ { "id": "p129.1", "order": 1, "type": "header", "bbox": { "l": 37.44, "t": 521.76, "r": 360.48, "b": 497.04 }, "text": "2026-02 Offsite Stability NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 15", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 0 }, { "id": "p129.2", "order": 2, "type": "header", "bbox": { "l": 433.2, "t": 521.76, "r": 756.48, "b": 496.8 }, "text": "2026-02 Offsite Stability NOAA 24-hr D 25-Year Rainfall=6.68\", P2=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 16", "attrs": { "block_label": "header" }, "level": 2, "reading_order": 1 }, { "id": "p129.3", "order": 3, "type": "heading", "bbox": { "l": 71.76, "t": 489.6, "r": 334.8, "b": 479.76 }, "text": "Summary for Link 18L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 2 }, { "id": "p129.4", "order": 4, "type": "text", "bbox": { "l": 36, "t": 472.08, "r": 330.72, "b": 443.52 }, "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 6.26\" for 25-Year event\nInflow = 2.56 cfs @ 12.19 hrs, Volume = 0.329 af\nPrimary = 2.56 cfs @ 12.19 hrs, Volume = 0.329 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 191: Study Area Basin A (Total)", "reading_order": 3 }, { "id": "p129.5", "order": 5, "type": "text", "bbox": { "l": 46.08, "t": 448.8, "r": 195.6, "b": 440.64 }, "text": "Routed to Link 19L : Study Area Basin A (Total)", "reading_order": 4 }, { "id": "p129.6", "order": 6, "type": "text", "bbox": { "l": 37.2, "t": 434.88, "r": 239.04, "b": 425.28 }, "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 5 }, { "id": "p129.7", "order": 7, "type": "text", "bbox": { "l": 37.44, "t": 419.52, "r": 157.92, "b": 410.88 }, "text": "Fixed water surface Elevation= 117.75'", "reading_order": 6 }, { "id": "p129.8", "order": 8, "type": "caption", "bbox": { "l": 96.96, "t": 403.2, "r": 307.68, "b": 393.84 }, "text": "Link 18L: Study Area Study Area WQ MTD A-110 (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 7 }, { "id": "p129.9", "order": 9, "type": "figure", "bbox": { "l": 44.4, "t": 388.8, "r": 353.04, "b": 225.36 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 8 }, { "id": "p129.10", "order": 10, "type": "heading", "bbox": { "l": 501.84, "t": 489.6, "r": 692.64, "b": 480 }, "text": "Summary for Link 19L: Study Area Basin A (Total)", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 9 }, { "id": "p129.11", "order": 11, "type": "text", "bbox": { "l": 433.2, "t": 473.52, "r": 725.52, "b": 425.52 }, "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 6.28\" for 25-Year event\nInflow = 3.02 cfs @ 12.19 hrs, Volume= 0.388 af\nPrimary = 3.02 cfs @ 12.19 hrs, Volume= 0.388 af, Atten= 0%, Lag= 0.0 min\nRouted to Pond 17P : Basin A Routing (StormBrixx)\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs", "reading_order": 10 }, { "id": "p129.12", "order": 12, "type": "caption", "bbox": { "l": 526.08, "t": 418.56, "r": 666, "b": 408.72 }, "text": "Link 19L: Study Area Basin A (Total)", "attrs": { "block_label": "figure_title" }, "reading_order": 11 }, { "id": "p129.13", "order": 13, "type": "caption", "bbox": { "l": 559.92, "t": 405.6, "r": 593.04, "b": 398.88 }, "text": "Hydrograph", "attrs": { "block_label": "figure_title" }, "reading_order": 12 }, { "id": "p129.14", "order": 14, "type": "figure", "bbox": { "l": 438, "t": 401.76, "r": 747.36, "b": 236.88 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" }, "reading_order": 13 }, { "id": "p129.15", "order": 15, "type": "footnote", "bbox": { "l": 58.08, "t": 233.52, "r": 308.16, "b": 222.96 }, "text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)", "attrs": { "block_label": "vision_footnote" }, "reading_order": 14 } ] }, { "document_id": 11891, "page": 130, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "text": 1 }, "build_ms": 0, "items": [ { "id": "p130.1", "order": 1, "type": "text", "bbox": { "l": 94.8, "t": 427.2, "r": 516.96, "b": 383.52 }, "text": "STORMWATER BASIN AREA INVESTIGATION REPORT, PREPARED BY DYNAMIC EARTH, LLC", "reading_order": 0 } ] }, { "document_id": 11891, "page": 131, "width": 612, "height": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 612, "height_pt": 792, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 1, "counts_by_type": { "heading": 1 }, "build_ms": 0, "items": [ { "id": "p131.1", "order": 1, "type": "heading", "bbox": { "l": 200.16, "t": 415.44, "r": 411.36, "b": 396.96 }, "text": "DRAINAGE AREA MAPS", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 } ] }, { "document_id": 11891, "page": 132, "width": 2592, "height": 1728, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "width_pt": 2592, "height_pt": 1728, "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 84, "counts_by_type": { "figure": 3, "footer": 1, "form_field": 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}, { "id": "p132.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 2337.3, "t": 1576.2429, "r": 2364.375, "b": 1455.9857 }, "text": "DRAWN BY:", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 }, "reading_order": 1 }, { "id": "p132.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 2364.375, "t": 1576.2429, "r": 2391.45, "b": 1455.9857 }, "text": "DESIGNED BY:", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 }, "reading_order": 2 }, { "id": "p132.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 2391.45, "t": 1576.2429, "r": 2418.525, "b": 1455.9857 }, "text": "CHECKED BY:", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 }, "reading_order": 3 }, { "id": "p132.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 2418.525, "t": 1576.2429, "r": 2445.6, "b": 1455.9857 }, "text": "CHECKED BY:", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 }, "reading_order": 4 }, { "id": "p132.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 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