21 Stormwater Mgmt Report_082025

NJA230139 - REV 0 NOAA 24-hr D 10-Year-Future Rainfall=6.37", P2=4.09" Prepared by Bohler HydroCAD® 10.20-5c s/n 03478 © 2023 HydroCAD Software Solutions LLC Printed 8/6/2025 Page 23 Pond PP1: Pervious Pavement Hydrograph Inflow Primary 1.43 cfs 1.15 cfs Inflow Area=11,761 sf Peak Elev=367.15' Storage=1,706 cf Flow (cfs) 1 0 0 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 Time (hours)