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        "header": 2,
        "heading": 2,
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            "bbox": {
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            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 62",
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                "block_label": "header"
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            "level": 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
        },
        {
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            "text": "Summary for Link 9L: POA-2",
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            "bbox": {
                "l": 52.08,
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            "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 2.38\" for 10 YR-C event\nInflow = 3.49 cfs @ 12.42 hrs, Volume= 0.710 af\nPrimary = 3.49 cfs @ 12.42 hrs, Volume= 0.710 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"
        },
        {
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            "text": "Link 9L: POA-2",
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            "text": "Hydrograph",
            "attrs": {
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        },
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            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n3.49 cfs Primary\n3.49 cfs\nInflow Area=3.580 ac\n3\n(cfs)\n2\nFlow\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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