J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared byTRC Engineers, Inc. HydroCAD® 9,10 s/n 06401 © 2009 HydroCAD Software Solutions LLC NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/14/2012 Page 83 Summary for Link 1L: Link from Part A Inflow Area = Inflow = Primary = 1.432 ac, 40.59% Impervious, Inflow Depth = 0.00" for NJDEP event 0.00 cfs @ 0.00 hrs, Volume= 0.000 af 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs NJDEP Primary Outflow Imported from Post Development West Orange A_03 01 12~Link IL.hce Link 1L: Link from Part A Hydrograph I Inflow I i Primary | Inflow Area=1.432 ac NJDEP Primary Outflow Imported from Post Development West Orange A_03 01 127Unk IL.hce i i Area* 1.432 ac 40.59% Imperv. I nhn.r.f; 0.00 cfs £ o-Wt 0 1 2 3 45 6 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)