{
    "document_id": 11224,
    "page": 795,
    "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": 7,
    "counts_by_type": {
        "header": 1,
        "text": 6
    },
    "build_ms": 0,
    "items": [
        {
            "id": "p795.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 50.64,
                "t": 738.24,
                "r": 561.84,
                "b": 698.4
            },
            "text": "Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 174",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p795.2",
            "order": 2,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 688.32,
                "r": 225.84,
                "b": 673.44
            },
            "text": "Pond 52P: Subsurface Basin Lot 6"
        },
        {
            "id": "p795.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 651.84,
                "r": 225.84,
                "b": 637.68
            },
            "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf\nOutflow=0.07 cfs 793 cf"
        },
        {
            "id": "p795.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 288,
                "t": 688.8,
                "r": 560.4,
                "b": 662.64
            },
            "text": "Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf"
        },
        {
            "id": "p795.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 288,
                "t": 653.04,
                "r": 560.64,
                "b": 626.16
            },
            "text": "Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf"
        },
        {
            "id": "p795.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 125.76,
                "t": 616.32,
                "r": 274.08,
                "b": 592.08
            },
            "text": "Total Runoff Area = 16,650 sf\nPeak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf\nOutflow=0.08 cfs 793 cf"
        },
        {
            "id": "p795.7",
            "order": 7,
            "type": "text",
            "bbox": {
                "l": 278.4,
                "t": 616.08,
                "r": 561.6,
                "b": 589.92
            },
            "text": "Runoff Volume = 7,135 cf Average Runoff Depth = 5.14\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf"
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}