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            "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 367",
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS",
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            "text": "Runoff = 1.18 cfs @ 12.22 hrs, Volume= 7,077 cf, Depth= 2.87\"\nRouted to Pond 42P : BIORENTION BASIN 3A"
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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=11.41\""
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                    "text": "Area (ac)",
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                        "colspan": 1
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                    "text": "363",
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                        "col": 1,
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                "embedded_text": "Hydrograph\nRunoff\n1.18 cfs\nNOAA 24-hr D\n1 100 YR-F Rainfall=11.41\"\nRunoff Area=0.680 ac\nRunoff Volume=7,077 cf\n(cfs) Runoff Depth=2.87\"\nFlow Flow Length=363'\nTc=11.5 min\nCN=39/0\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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                    "text": "Subcatchment 3S: DA-P3 PERVIOUS"
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                    "text": "Subcatchment 3S: DA-P3 PERVIOUS",
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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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