{ "document_id": 16592, "page": 88, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 16703, "item_count": 18, "counts_by_type": { "caption": 1, "figure": 1, "footer": 1, "footnote": 1, "header": 1, "table": 1, "table_cell": 9, "text": 2, "title": 1 }, "build_ms": 2, "items": [ { "id": "p88.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738.24, "r": 560.4, "b": 698.88 }, "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 100-Year Rainfall=9.48\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 48", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p88.2", "order": 2, "type": "title", "bbox": { "l": 142.08, "t": 687.6, "r": 470.4, "b": 672.24 }, "text": "Summary for Subcatchment 145S: DA P5 (4000 SF Roof)", "attrs": { "block_label": "doc_title" }, "level": 2 }, { "id": "p88.3", "order": 3, "type": "text", "bbox": { "l": 54, "t": 660.24, "r": 463.2, "b": 634.08 }, "text": "Runoff = 0.68 cfs @ 12.14 hrs, Volume= 3,080 cf, Depth= 9.24\"\nRouted to Pond 130P : SUBSURFACE" }, { "id": "p88.4", "order": 4, "type": "text", "bbox": { "l": 51.84, "t": 623.76, "r": 611.52, "b": 598.32 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100-Year Rainfall=9.48\"" }, { "id": "p88.5", "order": 5, "type": "table", "bbox": { "l": 53.52, "t": 587.52, "r": 559.92, "b": 497.29787 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "cells_checked": 9, "cells_flagged": 0 } }, "children": [ { "id": "p88.5.1", "order": 6, "type": "table_cell", "bbox": { "l": 86.520001, "t": 587.142469, "r": 127.590159, "b": 575.177889 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p88.5.2", "order": 7, "type": "table_cell", "bbox": { "l": 144.389888, "t": 587.142469, "r": 159.742288, "b": 575.177889 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p88.5.3", "order": 8, "type": "table_cell", "bbox": { "l": 286.601768, "t": 535.302451, "r": 340.102911, "b": 523.337871 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p88.5.4", "order": 9, "type": "table_cell", "bbox": { "l": 101.160004, "t": 573.222448, "r": 127.789043, "b": 547.337871 }, "text": "4,000\n4,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p88.5.5", "order": 10, "type": "table_cell", "bbox": { "l": 147.987313, "t": 573.222448, "r": 159.844683, "b": 547.337871 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p88.5.6", "order": 11, "type": "table_cell", "bbox": { "l": 174.146431, "t": 573.222448, "r": 302.745943, "b": 547.337871 }, "text": "Unconnected roofs, HSG A\n100.00% Pervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p88.5.7", "order": 12, "type": "table_cell", "bbox": { "l": 65.040001, "t": 535.302451, "r": 89.475992, "b": 497.417872 }, "text": "Tc (min)\n6.0", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p88.5.8", "order": 13, "type": "table_cell", "bbox": { "l": 100.248415, "t": 535.302451, "r": 348.647167, "b": 497.29787 }, "text": "Length (feet)\nDirect Entry,", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p88.5.9", "order": 14, "type": "table_cell", "bbox": { "l": 148.683866, "t": 535.302451, "r": 275.988028, "b": 511.337871 }, "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } } ] }, { "id": "p88.6", "order": 15, "type": "caption", "bbox": { "l": 180.96, "t": 485.04, "r": 430.56, "b": 469.92 }, "text": "Subcatchment 145S: DA P5 (4000 SF Roof)", "attrs": { "block_label": "figure_title" } }, { "id": "p88.7", "order": 16, "type": "figure", "bbox": { "l": 62.4, "t": 465.36, "r": 498.24, "b": 201.12 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\n0.75\n0.7 0.68 cfs\n0.65 NOAA 24-hr D\n0.6 100-Year Rainfall=9.48\"\nRunoff Area=4,000 sf\n0.55\n0.5\n0.45 Runoff Volume=3,080 cf\n(cfs) 0.4 Runoff Depth=9.24\"\nFlow Tc=6.0 min\n0.35\n0.3\nCN=98/0\n0.25\n0.2\n0.15\n0.1\n0.05\n0\n0 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" } }, { "id": "p88.8", "order": 17, "type": "footnote", "bbox": { "l": 90.24, "t": 216.48, "r": 492.24, "b": 197.52 }, "text": "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" } }, { "id": "p88.9", "order": 18, "type": "footer", "bbox": { "l": 509.76, "t": 443.28, "r": 547.68, "b": 431.04 }, "text": "", "attrs": { "block_label": "footer_image" } } ], "excluded_furniture": { "first": [], "last": [] } }