09 Stormwater Mgmt Report 122025

NJ DEP 2-hr WQ Rainfall=1.25", P2=4.09" 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 14 Summary for Link E1: EDA 1A Inflow Area = Inflow = Primary = 84,942 sf, 98.97% Impervious, Inflow Depth = 1.02" for WQ event 5.44 cfs @ 1.05 hrs, Volume= 7,248 cf 5.44 cfs @ 1.05 hrs, Volume= 7,248 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs Link E1: EDA 1A Hydrograph 5.44 cfs 5.44 cfs Inflow Primary 6 Inflow Area=84,942 sf 5 Flow (cfs) 4 3 2 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)