J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 2 yr Rainfall=3.42" Printed 3/14/2012 Page 20 n Summary for Link 1L: Link from Part A Inflow Area = Inflow = Primary = 1.432 ac, 40.59% Impervious, Inflow Depth = 0.00" for 2 yr 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 2 yr Primary Outflow Imported from Post Development West Orange A_03 01 12~Link IL.hce Link 1L: Link from Part A Hydrograph r- i ■ i ■ n—" "7—r~ iii ■ Inflow I M Primary | Inflow Area*1.432 ac 2 yr Primary Outflow | Imported from Po4t Development W^st Orange A_|o3 o|l 12-rLlnli IL^ce i Area* 1.432 ac • 40.59% Imperv. .2 o. 5 2 u. I n nn i 0.00 cfs 01 23456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tims (hours) u