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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 16",
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            "text": "Summary for Subcatchment 142S: DA E2 (Roof)",
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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": "4,666\n4,666",
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                    "text": "98\n98",
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                    "text": "Unconnected roofs, HSG A\n100.00% Pervious Area",
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                    "text": "Tc (min)\n6.0",
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                    "text": "Length (feet)\nDirect Entry",
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            "text": "Direct Entry,",
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            "text": "Hydrograph",
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                "embedded_text": "Hydrograph\n0.85\n0.79 cfs\n0.8\n0.75 NOAA 24-hr D\n0.7 100-Year Rainfall=9.48\"\n0.65\n0.6 Runoff Area=4,666 sf\n0.55 Runoff Volume=3,593 cf\n(cfs) 0.45 Runoff Depth=9.24\"\n0.5\nFlow Tc=6.0 min\n0.4\n0.35\n0.3 CN=98/0\n0.25\n0.2\n0.15\n0.1\n0.05\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": "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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