J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_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 66 Summary for Link 1L: to CB 1 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 Link 1L: to CB 1 h-------------r n—i—r Hydrograph 'I T ~ - I - 1 ----- T 1 1 1 1 1 1 Inflow Area=1.432 ac 1 nna, o.oo cfs 0 vz 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 Tima (hours) ■ Innow 1 ■ Primary |