J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Type III 24-hr 100 yr Rainfall=8.72" Prepared byTRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 62 Summary for Link 1L: Link from Part A Inflow Area = Inflow = Primary = 1.432 ac, 40.59% Impervious, Inflow Depth = 4.23" for 100 yr event 5.34 cfs @ 12.35 hrs, Volume* 0.505 af 5.34 cfs @ 12.35 hrs, Volume= 0.505 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 A_03 01 12~Link H.hce Link 1L: Link from Part A Hydrograph ■ Inflow B Primary 34 rf cfs 5.34 Inflow Area*1.432 ac 1 "1HJ yr Primary Outflow & 1 Imported from Poet Oevelopme nt Wo 01 01 ll-Uilk ILliuu •go ' i Area* 1.432 ac i 40.69% Imperv. H 1 I- - I + - _1 _ ___ L _ J _ i 1 _ J 2 l I mm l l|lll l|l ll l|l lll|lll l|lnipiii|Tinpiiip'ii rpn ip n ip n ip m'p nTpv»'|Trn 111 up n% i|iui|i ni|m ipni| 12 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) V -,n y *; ; \ i.-'W:<v-’ ,/V '. f'1 '$'} ;• :• piN .. r'v .-v • , n