Supporting Documentation · Sep 18, 2025
Drainage Report and Supplement 82625
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bcd98012577ef8ed87fe6b7b9ec8a3a82b402972e6f63512bceb3552d68204a5Indexed text · page 41
Show all pagesNOAA 24-hr D 10-Year-2020 Rainfall=5.38", P2=3.47" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 13 Subcatchment E-1: Existing Drainage to Woodland Avenue Hydrograph Runoff 3.29 cfs Flow (cfs) 3 2 1 0 0 2 4 NOAA 24-hr D 10-Year-2020 Rainfall=5.38" P2=3.47" Runoff Area=32,101 sf Runoff Volume=10,137 cf Runoff Depth=3.79" Flow Length=147' Tc=2.6 min CN=74/98 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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