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            "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 10",
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            "text": "Summary for Subcatchment 124S: DA E3 (Impervious)",
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            "text": "Runoff = 1.30 cfs @ 12.10 hrs, Volume= 4,387 cf, Depth= 5.14\"\nRouted to Link 141L : POA"
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                    "text": "Unconnected pavement, HSG A\nPaved parking, HSG A\nWeighted Average\n81.70% Pervious Area\n18.30% Impervious Area",
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            "text": "Subcatchment 124S: DA E3 (Impervious)",
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                "embedded_text": "Hydrograph\nRunoff\n1.30 cfs\nNOAA 24-hr D\n10-Year Rainfall=5.38\"\n1 Runoff Area=0.235 ac\nRunoff Volume=4,387 cf\n(cfs) Runoff Depth=5.14\"\nFlow Flow Length=195'\nTc=1.6 min\nCN=98/98\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": "1.6 195 Total",
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            "text": "0 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 Time (hours)",
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