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            "text": "NOAA 24-hr D 2 YR-F Rainfall=3.91\"\nPrinted 8/29/2025\nas LLC Page 43",
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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 13L: Reduction",
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            "text": "7.17% Impervious, Inflow Depth = 0.76\" for 2 YR-F event\n12.26 hrs, Volume= 0.168 af"
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            "text": "Inflow Area = 2.650 ac,"
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            "text": "Inflow = 0.90 cfs @\n7.17% Impervious, Inflow Depth = 0.76\" for 2 YR-F event\n12.26 hrs, Volume= 0.168 af"
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            "text": "0.168 af, Atten= 0%, Lag= 0.0 min"
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            "text": "Primary = 0.90 cfs @ 12.26 hrs, Volume="
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            "text": "Routed to Link 8L : POA-3"
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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 13L: Reduction",
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                "embedded_text": "Hydrograph\nInflow\n1 0.90 cfs Primary\n0.90 cfs\nInflow Area=2.650 ac\n(cfs)\nFlow\n0"
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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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