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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 6",
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            "text": "Summary for Subcatchment 145S: DA P5 (4000 SF Roof)",
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            "text": "Runoff = 0.24 cfs @ 12.14 hrs, Volume= 1,062 cf, Depth= 3.19\"\nRouted to Pond 130P : SUBSURFACE"
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                    "text": "Unconnected roofs, HSG A",
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                    "text": "100.00% 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 145S: DA P5 (4000 SF Roof)",
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                "embedded_text": "Hydrograph\n0.26\n0.24 cfs\nNOAA 24-hr D\n0.24\n2-Year Rainfall=3.42\"\n0.22\n0.2\nRunoff Area=4,000 sf\n0.18\n0.16 Runoff Volume=1,062 cf\n(cfs) 0.14 Runoff Depth=3.19\"\nFlow 0.12 Tc=6.0 min\nCN=98/0\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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            "text": "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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