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            "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 42",
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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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            "text": "Summary for Link 11L: Offsite",
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            "text": "Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 1.28\" for 2 YR-F event\nInflow = 0.83 cfs @ 12.11 hrs, Volume = 0.061 af"
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            "text": "Primary = 0.83 cfs @ 12.11 hrs, Volume="
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            "text": "0.061 af, Atten= 0%, Lag= 0.0 min"
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            "text": "Routed 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": "Link 11L: Offsite",
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            "text": "Hydrograph",
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            "text": "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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