J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 sIn 06401 © 2009 HydroCAD Software Solutions LLC NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/14/2012 Page 84 Summary for Link 3L: Link from Part B Inflow Area = Inflow = Primary = 2.316 ac, 21.40% Impervious, Inflow Depth = 0.46" for NJDEP event 1.71 c f s @ 1.25 hrs, Volume= 0.089 af 1.71 cfs @ 1.25 hrs, Volume= 0.089 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 B_03 01 12~Link 3L.hce Link 3L: Link from Part B Hydrograph A ■ Inflow 1 Primary 7-1..r.fsJ 71 cfs Post Development West Orangi *1 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) Inflow Area»2.31 Sac NJ DEP Primary Outflow Imported from 0) 011JTUnk 31,be* Area* 2.316 ac 21.40% Imperv. n