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            "text": "NOAA 24-hr D 100-Year Rainfall=9.48\"\nPrinted 04/12/2025",
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            "text": "102 Sams -REV 12-02-25 NOAA 2\nPrepared by Haler Consulting\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC",
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            "text": "Page 49",
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            "text": "Summary for Subcatchment 148S: DA P3 (Pervious)",
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            "text": "Runoff = 1.31 cfs @ 12.26 hrs, Volume=9,627 cf, Depth= 1.83\""
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            "text": "Routed to Pond 149P : WQ Infiltration Basin #2"
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            "text": "9,627 cf, Depth= 1.83\""
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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-Year Rainfall=9.48\""
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                    "text": "39",
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                    "text": "100.00% Pervious Area",
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                    "text": "Tc (min)\n9.5",
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                    "text": "Total",
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            "text": "Subcatchment 148S: DA P3 (Pervious)",
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                "embedded_text": "Hydrograph\nRunoff\n1.31 cfs\nNOAA 24-hr D\n100-Year Rainfall=9.48\"\n1 Runoff Area=62,973 sf\nRunoff Volume=9,627 cf\n(cfs) Runoff Depth=1.83\"\nFlow Flow Length=316'\nSlope=0.0200 '/'\nTc=13.1 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\nTime (hours)"
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