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            "text": "NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrinted 04/12/2025",
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            "text": "102 Sams -REV 12-02-25\nPrepared by Haler Consulting\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC",
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            "text": "Page 6",
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            "text": "Summary for Subcatchment 142S: DA E2 (Roof)",
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            "text": "Runoff = 0.28 cfs @ 12.14 hrs, Volume= 1,239 cf, Depth= 3.19\"\nRouted to Link 141L : POA"
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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 2-Year Rainfall=3.42\""
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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": "Subcatchment 142S: DA E2 (Roof)",
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            "text": "Hydrograph",
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                "embedded_text": "Hydrograph\n0.3 0.28 cfs\nNOAA 24-hr D\n0.28\n0.26\n2-Year Rainfall=3.42\"\n0.24\n0.22 Runoff Area=4,666 sf\nRunoff Volume=1,239 cf\n0.2\n0.18\n(cfs) 0.16 Runoff Depth=3.19\"\nFlow 0.14 Tc=6.0 min\nCN=98/0\n0.12\n0.1\n0.08\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"
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            "type": "footnote",
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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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