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            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.26\"\nPrinted 8/29/2025\nons LLC Page 64",
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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 11L: Offsite",
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            "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 2.22\" for 10 YR-C event\nInflow = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af\nPrimary = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 9L : POA-2"
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
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            "text": "Hydrograph",
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                "embedded_text": "Inflow\n1.48 cfs Primary\n1.48 cfs\nInflow Area=0.570 ac\n1\n(cfs)\nFlow\n0"
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            "text": "0 0 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 Time (hours)",
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