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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 9",
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            "text": "Summary for Subcatchment 118S: DA E1 (Pervious)",
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            "text": "Runoff = 0.04 cfs @ 24.15 hrs, Volume= 985 cf, Depth= 0.02\"\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 10-Year Rainfall=5.38\""
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                    "text": "Woods, Good, HSG A",
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                    "text": "100.00% Pervious Area",
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                    "text": "Tc (min)\n30.8",
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                        "merged_continuation": true
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                    "text": "Length (feet)\n100",
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                    "text": "Capacity (cfs)\nSheet Flow,\\nWoods: Light underbrush n= 0.400 P2= 3.42\"\\nShallow Concentrated Flow,\\nWoodland Kv= 5.0 fps",
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            "text": "Subcatchment 118S: DA E1 (Pervious)",
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                "embedded_text": "0.048\n0.046 0.04 cfs\n0.042 NOAA 24-hr D\n0.044\n0.04\n0.038 10-Year Rainfall=5.38\"\n0.036\n0.034 Runoff Area=558,777 sf\n0.032\n0.03 Runoff Volume=985 cf\n0.028\n(cfs) 0.026 Runoff Depth=0.02\"\n0.024\nFlow 0.022 Flow Length=1,241'\n0.02\nTc=60.4 min\n0.018\n0.016\nCN=30/0\n0.014\n0.012\n0.01\n0.008\n0.006\n0.004\n0.002\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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            "text": "60.4 1,241 Total",
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