{
    "document_id": 12617,
    "page": 288,
    "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": 7,
    "counts_by_type": {
        "figure": 2,
        "header": 3,
        "text": 2
    },
    "build_ms": 0,
    "items": [
        {
            "id": "p288.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 365.28,
                "t": 739.44,
                "r": 564.48,
                "b": 703.92
            },
            "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 121",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p288.2",
            "order": 2,
            "type": "header",
            "bbox": {
                "l": 51.6,
                "t": 737.52,
                "r": 402,
                "b": 698.64
            },
            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p288.3",
            "order": 3,
            "type": "header",
            "bbox": {
                "l": 510.72,
                "t": 711.6,
                "r": 559.68,
                "b": 698.88
            },
            "text": "Page 121",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p288.4",
            "order": 4,
            "type": "figure",
            "bbox": {
                "l": 50.4,
                "t": 682.32,
                "r": 561.84,
                "b": 600.96
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            },
            "children": [
                {
                    "id": "p288.4.1",
                    "order": 5,
                    "type": "text",
                    "bbox": {
                        "l": 56.4,
                        "t": 675.6,
                        "r": 284.16,
                        "b": 640.08
                    },
                    "text": "Grate\nPond 10P: PERVIOUS PAVEMENT:2B"
                },
                {
                    "id": "p288.4.2",
                    "order": 6,
                    "type": "text",
                    "bbox": {
                        "l": 228.72,
                        "t": 616.8,
                        "r": 265.92,
                        "b": 604.32
                    },
                    "text": "Culvert"
                }
            ]
        },
        {
            "id": "p288.5",
            "order": 7,
            "type": "figure",
            "bbox": {
                "l": 62.4,
                "t": 571.68,
                "r": 556.08,
                "b": 302.4
            },
            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n0.66 cfs Primary\n0.7\nInflow Area=8,276 sf\n0.65\nPeak Elev=94.81'\n0.6\n0.55\nStorage=870 cf\n0.5\n0.45\n(cfs) 0.4\nFlow\n0.35\n0.3\n0.25 0.19 cfs\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": []
    }
}