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" Printed 3/14/2012 Prepared by TRC Engineers, Inc. Page 65 HydroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.609 ac, 22.82% Impervious, Inflow Depth = 6.68" for 100 yr event 8.685 af 75.50 cfs @ 12.16 hrs, Volume= 8.685 af, 75.50 cfs @ 12.16 hrs, Volume= Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, Atten= 0%, Lag= 0.0min dt= 0.01 hrs Link Discharge: Analysis Point A Hydrograph 75.50 cfs I Inflow I j Primary | r T I 7fi fin r Inflow Are 15 609 ac _ L r"t i— _ 50u. 45* 4035- 1510- met * 1 2 3 45 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 Time (hours) J