Drainage Report and Supplement 82625

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" 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 35 Subcatchment P-1: Proposed Drainage to Woodland Avenue Hydrograph Runoff 2.18 cfs Flow (cfs) 2 1 0 0 2 4 NOAA 24-hr D 2-Year-2050 Rainfall=4.09" P2=4.09" Runoff Area=32,238 sf Runoff Volume=6,604 cf Runoff Depth=2.46" Flow Length=178' Tc=2.5 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)