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            "text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 81",
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            "text": "Summary for Subcatchment 10S: BY-PASS POROUS",
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            "text": "[49] Hint: Tc<2dt may require smaller dt"
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            "text": "Runoff = 0.12 cfs @ 12.10 hrs, Volume= 0.008 af, Depth> 1.59\"\nRouted to Reach 10 : COMPOSITE"
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            "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\""
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                    "text": "Area (ac)",
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                    "text": "39\n100.00% Pervious Area",
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                    "text": ">75% Grass cover, Good, HSG A",
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                    "text": "Tc (min)\n2.0",
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                    "text": "Length (feet)\nDirect Entry,",
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            "text": "Subcatchment 10S: BY-PASS POROUS",
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                "embedded_text": "Hydrograph\n0.125 Runoff\n0.12 0.12 cfs\n0.11 NOAA 24-hr D\n0.115\n0.1 100 YEAR Rainfall=9.48\"\n0.105\n0.09 Runoff Area=0.060 ac\n0.095\n0.085\n0.08 Runoff Volume=0.008 af\n0.075\n(cfs) 0.07 Runoff Depth>1.59\"\n0.065\nFlow 0.055 Tc=2.0 min\n0.06\nCN=39\n0.05\n0.045\n0.04\n0.035\n0.03\n0.025\n0.02\n0.015\n0.01\n0.005\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
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