{
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        "figure": 1,
        "header": 2,
        "heading": 1,
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    "items": [
        {
            "id": "p109.1",
            "order": 1,
            "type": "header",
            "bbox": {
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            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 81",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p109.2",
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            "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": "p109.3",
            "order": 3,
            "type": "heading",
            "bbox": {
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            },
            "text": "Summary for Link 6L: POA-1",
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                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
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            "type": "text",
            "bbox": {
                "l": 52.32,
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            "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 3.43\" for 10 YR-F event\nInflow = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af\nPrimary = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af, 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": "p109.6",
            "order": 6,
            "type": "caption",
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            "text": "Link 6L: POA-1",
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        },
        {
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            "type": "caption",
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            "text": "Hydrograph",
            "attrs": {
                "block_label": "figure_title"
            }
        },
        {
            "id": "p109.8",
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            "type": "figure",
            "bbox": {
                "l": 62.16,
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            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n15 13.55 cfs Primary\n13.55 cfs\nInflow Area=8.220 ac\n14\n13\n12\n11\n10\n9\n(cfs) 8\nFlow\n7\n6\n5\n4\n3\n2\n1\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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