{ "document_id": 11891, "page": 86, "width_pt": 792, "height_pt": 612, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "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 }, { "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 }, { "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 }, { "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" }, { "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" } }, { "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" } }, { "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 }, { "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 } }, { "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 } }, { "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 } }, { "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 } }, { "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 } }, { "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 } }, { "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 } } ] }, { "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" }, { "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'" }, { "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" } }, { "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" } }, { "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" } } ], "excluded_furniture": { "first": [], "last": [] } }