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            "text": "100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nPage 125",
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            "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025",
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            "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD[p153.3.2] 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Summary for Link 6L: POA-1",
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            "text": "Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 8.61\" for 100 YR-F event\nInflow = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af\nPrimary = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af, Atten= 0%, Lag= 0.0 min"
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
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                "embedded_text": "33.81 cfs\n36 33.81 cfs\n34 Inflow Area=8.220 ac\n32\n30\n28\n26\n24\n22\n(cfs) 20\nFlow 16\n18\n14\n12\n10\n8\n6\n4\n2\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"
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