{
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    "pipeline_version": "paddleocr-vl-1.6+paul-48",
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    "source_run_id": 11339,
    "item_count": 7,
    "counts_by_type": {
        "caption": 1,
        "figure": 1,
        "header": 2,
        "heading": 1,
        "text": 2
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    "items": [
        {
            "id": "p526.1",
            "order": 1,
            "type": "header",
            "bbox": {
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            "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 359",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p526.2",
            "order": 2,
            "type": "header",
            "bbox": {
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            },
            "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p526.3",
            "order": 3,
            "type": "heading",
            "bbox": {
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            },
            "text": "Summary for Link 33L: POA 2",
            "attrs": {
                "block_label": "paragraph_title"
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            "level": 3
        },
        {
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            "order": 4,
            "type": "text",
            "bbox": {
                "l": 52.32,
                "t": 660.48,
                "r": 520.08,
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            "text": "Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.44\" for 100 YR-C event\nInflow = 0.10 cfs @ 13.23 hrs, Volume = 981 cf\nPrimary = 0.10 cfs @ 13.23 hrs, Volume = 981 cf, Atten = 0%, Lag = 0.0 min"
        },
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
        },
        {
            "id": "p526.6",
            "order": 6,
            "type": "caption",
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            "text": "Link 33L: POA 2",
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            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n0.11 0.10 cfs Primary\n0.105 0.10 cfs\n0.1 Inflow Area=27,007 sf\n0.095\n0.09\n0.085\n0.08\n0.075\n0.07\n0.065\n(cfs) 0.06\n0.055\nFlow 0.05\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\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)"
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