J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/14/2012 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 86 Summary for Link Discharge: Analysis Point A Inflow Area 3 Inflow = Primary = 15.609 ac, 22.82% Impervious, Inflow Depth = 0.35” for NJDEP event 9.30 cfs @ 1.22 hrs, Volume= 0.460 af 9.30 cfs @ 1.22 hrs, Volume3 0.460 af, Atten= 0%, Lag3 0.0 min Primary outflow = Inflow, Time Span3 0.00-30.00 hrs, dt= 0.01 hrs Link Discharge: Analysis Point A 11 I flatl rfs Hydrograph 111 9.30 Cfs 1;., — J11 L 11 11 11 11 11 1l 11 1 1 _ ,1 -- ■ ”" " -- I I 1 1r 1i i i ri 1nfk >v Area==15 .6 09 ac ij ■ Inflow I □ Primary |