J_2024 05 09_West Orange Stormwater Management Plan

Post-Developed (O-AquaShield) NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" West Orange HydroCAD_Post Printed 5/13/2024 Page 12 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Summary for Pond 4P: AquaShield Inflow Area = Inflow = Primary = 2.221 ac, 24.32% Impervious, Inflow Depth = 0.42" for WQ event 1.58 cfs @ 1.19 hrs, Volume= 0.079 af 1.58 cfs @ 1.19 hrs, Volume= 0.079 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs Pond 4P: AquaShield Hydrograph Inflow Primary 1.58 cfs Inflow Area=2.221 ac Flow (cfs) 1.58 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24