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                "embedded_text": "102 Sams -REV 12-02-25 NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 28"
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            "text": "Runoff = 0.07 cfs @ 13.04 hrs, Volume= 1,487 cf, Depth= 0.28\"\nRouted to Pond 149P : WQ Infiltration Basin #2"
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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 10-Year Rainfall=5.38\""
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                "embedded_text": "Hydrograph\n0.08 Runoff\n0.07 cfs\n0.075\n0.07 NOAA 24-hr D\n10-Year Rainfall=5.38\"\n0.065\n0.06\nRunoff Area=62,973 sf\n0.055\n0.05 Runoff Volume=1,487 cf\n(cfs) Runoff Depth=0.28\"\n0.045\n0.04\nFlow 0.035 Flow Length=316'\nSlope=0.0200 '/'\n0.03\n0.025\nTc=13.1 min\n0.02\n0.015 CN=39/0\n0.01\n0.005\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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