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            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 61",
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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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            "text": "Summary for Link 8L: POA-3",
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            "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 1.46\" for 10 YR-C event\nInflow = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af\nPrimary = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af, Atten= 0%, Lag= 0.0 min\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt= 0.01 hrs"
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                "embedded_text": "Hydrograph\nInflow\n2.20 cfs Primary\n2.20 cfs\nInflow Area=2.740 ac\n2\n(cfs)\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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