{
    "document_id": 12617,
    "page": 161,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 12729,
    "item_count": 10,
    "counts_by_type": {
        "caption": 2,
        "figure": 1,
        "footnote": 1,
        "header": 3,
        "heading": 1,
        "text": 2
    },
    "build_ms": 0,
    "items": [
        {
            "id": "p161.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 435.84,
                "t": 738.72,
                "r": 562.08,
                "b": 699.84
            },
            "text": "00 YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 133",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p161.2",
            "order": 2,
            "type": "header",
            "bbox": {
                "l": 346.56,
                "t": 738,
                "r": 560.4,
                "b": 713.76
            },
            "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\" Printed 8/29/2025",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p161.3",
            "order": 3,
            "type": "header",
            "bbox": {
                "l": 51.36,
                "t": 737.28,
                "r": 402.48,
                "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": "p161.4",
            "order": 4,
            "type": "heading",
            "bbox": {
                "l": 207.36,
                "t": 687.12,
                "r": 404.4,
                "b": 672.72
            },
            "text": "Summary for Link 16L: Reduction",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p161.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 52.8,
                "t": 659.76,
                "r": 511.68,
                "b": 611.04
            },
            "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 7.32\" for 100 YR-F event\nInflow = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af\nPrimary = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 7L : POA-4"
        },
        {
            "id": "p161.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 52.08,
                "t": 599.76,
                "r": 366.72,
                "b": 586.56
            },
            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
        },
        {
            "id": "p161.7",
            "order": 7,
            "type": "caption",
            "bbox": {
                "l": 246,
                "t": 574.32,
                "r": 365.52,
                "b": 559.92
            },
            "text": "Link 16L: Reduction",
            "attrs": {
                "block_label": "figure_title"
            }
        },
        {
            "id": "p161.8",
            "order": 8,
            "type": "caption",
            "bbox": {
                "l": 252.72,
                "t": 553.92,
                "r": 303.36,
                "b": 542.64
            },
            "text": "Hydrograph",
            "attrs": {
                "block_label": "figure_title"
            }
        },
        {
            "id": "p161.9",
            "order": 9,
            "type": "figure",
            "bbox": {
                "l": 62.64,
                "t": 549.36,
                "r": 553.92,
                "b": 303.36
            },
            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Inflow\n26 23.70 cfs Primary\n23.70 cfs\n24 Inflow Area=6.010 ac\n22\n20\n18\n16\n(cfs) 14\nFlow 12\n10\n8\n6\n4\n2\n0"
            }
        },
        {
            "id": "p161.10",
            "order": 10,
            "type": "footnote",
            "bbox": {
                "l": 83.28,
                "t": 308.4,
                "r": 478.32,
                "b": 286.8
            },
            "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"
            }
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}