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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 25-Year Rainfall=6.68\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 39",
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            "text": "Summary for Subcatchment 179S: DA P0 Pervious",
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            "text": "Runoff = 0.28 cfs @ 14.71 hrs, Volume=\nRouted to Link 185L : POA\n8,387 cf, Depth= 0.30\""
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            "text": "8,387 cf, Depth= 0.30\""
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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 25-Year Rainfall=6.68\""
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                    "text": "Woods, Good, HSG A\n>75% Grass cover, Good, HSG A",
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                    "text": "33",
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                    "text": "Weighted Average",
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                },
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                    "text": "33",
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                    "text": "100.00% Pervious Area",
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                    "text": "Tc (min)\n36.2",
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                    "text": "Length (feet)\n100",
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                "embedded_text": "Hydrograph\n0.3\n0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n0.24 25-Year Rainfall=6.68\"\n0.22 Runoff Area=336,250 sf\nRunoff Volume=8,387 cf\n0.2\n0.18\n(cfs) 0.16 Runoff Depth=0.30\"\nFlow 0.14 Flow Length=679'\nTc=49.8 min\n0.12\n0.1\n0.08 CN=33/0\n0.06\n0.04\n0.02\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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