J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Type III 24-hr 100 yr Rainfall=8.72" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/4/2012 Page 58 Reach 11R: Surface Swale Hydrograph Inflow Area=1.049 ac Avg. Flow Depth=0.75' Max Vel=5.50 fps n=0.030 4035- L . £ 30- o __L_ J_. 5 _ _ I ____L _ J J _ . 1 ■ji ■-r 2 I Inflow | I Outflowl ii l 48 37 48.23 cfs rvr • L,=250;o? : i S=0;0400:'7 ^ Capacity=23.70 cfs — *- - - I ------- V- 10- 12 & 34 56 78 1 n ii ip ii ip m iru & 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) -i--------1 -----H - 4 - - 4