{ "document_id": 11224, "page": 125, "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": 42, "counts_by_type": { "caption": 1, "figure": 1, "header": 2, "table": 1, "table_cell": 32, "text": 4, "title": 1 }, "build_ms": 4, "items": [ { "id": "p125.1", "order": 1, "type": "header", "bbox": { "l": 351.84, "t": 738.96, "r": 561.6, "b": 701.52 }, "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025\ntions LLC Page 97", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p125.2", "order": 2, "type": "header", "bbox": { "l": 51.12, "t": 737.28, "r": 398.64, "b": 699.36 }, "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p125.3", "order": 3, "type": "title", "bbox": { "l": 185.28, "t": 687.36, "r": 427.44, "b": 672.72 }, "text": "Summary for Subcatchment 12S: DA-E2A", "attrs": { "block_label": "doc_title" }, "level": 2 }, { "id": "p125.4", "order": 4, "type": "text", "bbox": { "l": 53.52, "t": 659.76, "r": 303.84, "b": 634.08 }, "text": "Runoff = 3.51 cfs @ 12.11 hrs, Volume=\nRouted to Link 11L : Offsite\n0.249 af, Depth= 5.24\"" }, { "id": "p125.5", "order": 5, "type": "text", "bbox": { "l": 341.52, "t": 659.76, "r": 457.68, "b": 647.04 }, "text": "0.249 af, Depth= 5.24\"" }, { "id": "p125.6", "order": 6, "type": "text", "bbox": { "l": 52.08, "t": 623.52, "r": 611.52, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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"order": 39, "type": "table_cell", "bbox": { "l": 486.8914, "t": 408.92, "r": 559.2, "b": 392.64 }, "text": "", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p125.8", "order": 40, "type": "caption", "bbox": { "l": 223.92, "t": 374.64, "r": 388.32, "b": 360.72 }, "text": "Subcatchment 12S: DA-E2A", "attrs": { "block_label": "figure_title" } }, { "id": "p125.9", "order": 41, "type": "figure", "bbox": { "l": 60.48, "t": 353.28, "r": 551.76, "b": 88.8 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Hydrograph\nRunoff\n3.51 cfs\nNOAA 24-hr D\n3 100 YR-C Rainfall=8.95\"\nRunoff Area=0.570 ac\nRunoff Volume=0.249 af\n(cfs) 2 Runoff Depth=5.24\"\nFlow Flow Length=421'\nTc=2.7 min\n1 CN=68/98\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\nTime (hours)" } }, { "id": "p125.10", "order": 42, "type": "text", "bbox": { "l": 265.68, "t": 95.52, "r": 313.44, "b": 86.88 }, "text": "Time (hours)", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }