Drainage Report and Supplement 82625

NOAA 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 17 Subcatchment P-1: Proposed Drainage to Woodland Avenue Hydrograph Runoff 3.16 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=32,238 sf Runoff Volume=9,585 cf Runoff Depth=3.57" Flow Length=178' 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)