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            "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 18",
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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",
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                "block_label": "header"
            },
            "level": 2
        },
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            "text": "Summary for Link 9L: POA-2",
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            "text": "Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 1.05\" for 2 YR-C event\nInflow = 1.44 cfs @ 12.43 hrs, Volume= 0.314 af\nPrimary = 1.44 cfs @ 12.43 hrs, Volume= 0.314 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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            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n1.44 cfs Primary\n1.44 cfs\nInflow Area=3.580 ac\n1\n(cfs)\nFlow\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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