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            "text": "NOAA 24-hr D 100 YR-C Rainfall=8.95\"\nPrinted 8/29/2025",
            "attrs": {
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            "level": 2
        },
        {
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            "text": "-C Rainfall=8.95\"\nPrinted 8/29/2025\nPage 105",
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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 8L: POA-3",
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            "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 3.95\" for 100 YR-C event\nInflow = 6.85 cfs @ 12.23 hrs, Volume= 0.902 af\nPrimary = 6.85 cfs @ 12.23 hrs, Volume= 0.902 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 8L: POA-3",
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            "text": "Hydrograph",
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                "embedded_text": "Inflow\n6.85 cfs Primary\n6.85 cfs\nInflow Area=2.740 ac\n7\n6\n5\n(cfs) 4\nFlow\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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