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            "text": "NOAA 24-hr D 100 YR-F Rainfall=11.84\"\nPrinted 8/29/2025\nutions LLC Page 119",
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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 Subcatchment 12S: DA-E2A",
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            "text": "Runoff = 5.18 cfs @ 12.11 hrs, Volume=\nRouted to Link 11L : Offsite\n0.372 af, Depth= 7.82\""
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            "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84\""
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                "embedded_text": "Hydrograph\nRunoff\n5.18 cfs\n5 NOAA 24-hr D\n100 YR-F Rainfall=11.84\"\n4 Runoff Area=0.570 ac\nRunoff Volume=0.372 af\n(cfs) 3 Runoff Depth=7.82\"\nFlow Flow Length=421'\n2 Tc=2.7 min\nCN=68/98\n1\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\nTime (hours)"
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