J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange B_03 01 12 NJ DEP 2-hrNJDEP Rainfall=1.25" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 78 Summary for Link 4L: to MH 11 Inflow Area = Inflow = Primary = 5.076 ac, 24.87% impervious, Inflow Depth = 4.12 cfs @ 1.14 hrs, Volume= 4.12 cfs @ 1.14 hrs, Volume= 0.40" for NJDEP event 0.171 af 0.171 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link 4L: to MH 11 Hydrograph "i—i—r A I Inflow j Primary 4 1? rfs 12 Cfs Inflow Area=5 076 ac E2 i— r ~ 7 —i 01 23456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) i— r - i - •}