{
    "document_id": 12617,
    "page": 97,
    "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": 9,
    "counts_by_type": {
        "caption": 2,
        "figure": 1,
        "header": 2,
        "heading": 1,
        "text": 3
    },
    "build_ms": 0,
    "items": [
        {
            "id": "p97.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 358.08,
                "t": 738.72,
                "r": 561.36,
                "b": 702.96
            },
            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p97.2",
            "order": 2,
            "type": "header",
            "bbox": {
                "l": 51.36,
                "t": 737.28,
                "r": 392.88,
                "b": 699.12
            },
            "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": "p97.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 517.44,
                "t": 710.88,
                "r": 559.44,
                "b": 699.12
            },
            "text": "Page 69",
            "attrs": {
                "block_label": "number"
            }
        },
        {
            "id": "p97.4",
            "order": 4,
            "type": "heading",
            "bbox": {
                "l": 218.88,
                "t": 687.36,
                "r": 393.84,
                "b": 672.72
            },
            "text": "Summary for Link 20L: POA-5",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p97.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 52.08,
                "t": 659.76,
                "r": 511.68,
                "b": 622.08
            },
            "text": "Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 2.40\" for 10 YR-C event\nInflow = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af\nPrimary = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af, Atten= 0%, Lag= 0.0 min"
        },
        {
            "id": "p97.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 52.08,
                "t": 611.28,
                "r": 367.2,
                "b": 597.84
            },
            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
        },
        {
            "id": "p97.7",
            "order": 7,
            "type": "caption",
            "bbox": {
                "l": 257.28,
                "t": 586.32,
                "r": 355.2,
                "b": 572.4
            },
            "text": "Link 20L: POA-5",
            "attrs": {
                "block_label": "figure_title"
            }
        },
        {
            "id": "p97.8",
            "order": 8,
            "type": "caption",
            "bbox": {
                "l": 252.72,
                "t": 566.4,
                "r": 303.6,
                "b": 555.6
            },
            "text": "Hydrograph",
            "attrs": {
                "block_label": "figure_title"
            }
        },
        {
            "id": "p97.9",
            "order": 9,
            "type": "figure",
            "bbox": {
                "l": 61.68,
                "t": 560.4,
                "r": 551.76,
                "b": 300.24
            },
            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Inflow\n0.62 cfs Primary\n0.62 cfs\nInflow Area=0.360 ac\n0.65\n0.6\n0.55\n0.5\n0.45\n0.4\n(cfs)\n0.35\nFlow 0.3\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\nTime (hours)"
            }
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}