{ "document_id": 11224, "page": 1168, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 11339, "item_count": 19, "counts_by_type": { "caption": 1, "figure": 1, "header": 1, "heading": 1, "table": 1, "table_cell": 11, "text": 3 }, "build_ms": 2, "items": [ { "id": "p1168.1", "order": 1, "type": "header", "bbox": { "l": 53.04, "t": 738, "r": 563.76, "b": 698.88 }, "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 24", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p1168.2", "order": 2, "type": "heading", "bbox": { "l": 171.12, "t": 687.6, "r": 450.48, "b": 672.72 }, "text": "Summary for Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p1168.3", "order": 3, "type": "text", "bbox": { "l": 52.56, "t": 660.24, "r": 311.76, "b": 634.32 }, "text": "Runoff = 0.25 cfs @ 12.09 hrs, Volume=\nRouted to Pond 2P : Subusrface Infiltration Basin 1\n797 cf, Depth= 3.19\"" }, { "id": "p1168.4", "order": 4, "type": "text", "bbox": { "l": 356.64, "t": 660, "r": 463.92, "b": 646.56 }, "text": "797 cf, Depth= 3.19\"" }, { "id": "p1168.5", "order": 5, "type": "text", "bbox": { "l": 51.84, "t": 623.52, "r": 611.52, "b": 597.84 }, "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 2 YR-C Rainfall=3.42\"" }, { "id": "p1168.6", "order": 6, "type": "table", "bbox": { "l": 52.32, "t": 587.76, "r": 559.2, "b": 495.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 5, "integrity": { "cells_checked": 11, "cells_flagged": 0 } }, "children": [ { "id": "p1168.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 86.52001, "t": 585.269955, "r": 127.623691, "b": 575.18416 }, "text": "Area (sf)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p1168.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 144.360415, "t": 585.269955, "r": 159.841301, "b": 575.18416 }, "text": "CN", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p1168.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 286.657672, "t": 533.429976, "r": 340.272567, "b": 523.3441809999999 }, "text": "Description", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "heuristic" } }, { "id": "p1168.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 101.15996, "t": 571.34996, "r": 127.983488, "b": 547.344171 }, "text": "3,000\n3,000", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 147.955332, "t": 571.34996, "r": 159.8769, "b": 547.344171 }, "text": "98\n98", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 174.112132, "t": 571.34996, "r": 297.455337, "b": 547.344171 }, "text": "Roofs, HSG A\n100.00% Impervious Area", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 65.039899, "t": 533.429976, "r": 89.541931, "b": 497.424191 }, "text": "Tc (min)\n0.3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 100.201673, "t": 533.429976, "r": 132.985986, "b": 497.424191 }, "text": "Length (feet)\n40", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 148.675499, "t": 533.429976, "r": 176.088674, "b": 511.344185 }, "text": "Slope (ft/ft)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p1168.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 186.589014, "t": 533.429976, "r": 224.122656, "b": 497.424191 }, "text": "Velocity (ft/sec)\n2.00", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p1168.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 234.584197, "t": 533.429976, "r": 403.451471, "b": 497.304191 }, "text": "Capacity (cfs)\nDirect Entry, Pipe Flow", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p1168.7", "order": 18, "type": "caption", "bbox": { "l": 209.76, "t": 422.88, "r": 408.24, "b": 407.76 }, "text": "Subcatchment 14S: LOT 11 Roof", "attrs": { "block_label": "figure_title" } }, { "id": "p1168.8", "order": 19, "type": "figure", "bbox": { "l": 62.64, "t": 402.48, "r": 553.44, "b": 137.52 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n0.26 0.25 cfs\nNOAA 24-hr D\n0.24\n0.22\n2 YR-C Rainfall=3.42\"\n0.2\n0.18 Runoff Area=3,000 sf\n0.16 Runoff Volume=797 cf\n(cfs)\nRunoff Depth=3.19\"\n0.14\nFlow 0.12\nFlow Length=40'\n0.1\n0.08 Tc=0.3 min\nCN=0/98\n0.06\n0.04\n0.02\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" } } ], "excluded_furniture": { "first": [], "last": [] } }