09 Stormwater Mgmt Report 122025

NOAA 24-hr D 10-Year-Current Rainfall=5.38", P2=3.47" NJA230139 - REV 2 Prepared by Bohler Engineering, PC HydroCAD® 10.20-7a s/n 03478 © 2025 HydroCAD Software Solutions LLC Printed 12/11/2025 Page 23 Pond PP1: Pervious Pavement Hydrograph Inflow Primary 1.21 cfs 0.96 cfs Flow (cfs) 1 Inflow Area=11,761 sf Peak Elev=367.13' Storage=1,626 cf 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)