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            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 89",
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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 16L: Reduction",
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            "text": "Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 2.57\" for 10 YR-F event\nInflow = 8.03 cfs @ 12.31 hrs, Volume = 1.286 af"
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            "text": "Primary = 8.03 cfs @"
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            "text": "Routed to Link 7L : POA-4"
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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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            "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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