J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 2 yr Rainfall=3.42" Printed 3/14/2012 t Page 18 Summary for Link 1L: to CB 1 Inflow Area = Inflow = 3 Primary 1.432 ac, 40.59% Impervious, Inflow Depth = 0.00" for 2 yr event 0.00 cfs @ 0.00 hrs, Volume3 0.000 af 0.00 cfs @ 0.00 hrs, Volume3 0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs LinkIL: to CB 1 Hydrograph “—i—r—r ■ t ■ ■ Inflow QjQO 0.00 cfs 01 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) i i i i i i i i i i ea=1.432 ac ■ Inflow | B Primary |