J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HydroCAO® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 Page 64 Summary for Link 4L: Link from Part B Inflow Area = Inflow = Primary = 5.076 ac, 24.87% Impervious, Inflow Depth = 6.92" for 100 yr event 29.82 cfs @ 12.14 hrs, Volume= 2.927 af 29.82 cfs @ 12.14 hrs, Volume= 2.927 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs 100 yr Primary Outflow Imported from Post Development West Orange B_03 01 12~Link 4L.hce Link 4L: Link from Part B Hydrograph L _ L . L.L.J J _‘ — ‘-I— J— -J_ --1 I__ I _ J l-J -- I ?9 8? r.f 32r - r r 23 29.82 "— Cfs Y/j VPost Dev ola>m*nt West Ore nge 26 2422- 20 o 18- j_. S 16rr- 1210- % 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) ac )0 yr* Primary Outflow 1 Imported from 0J0112-fUnli 4Lhce _ _ l Area* 5.078 ac. » 24.87% Imperv. ■ Inflow j O Primary |