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. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 47 Subcatchment 2: PO-DA 2 Hydrograph | ■ Runoff | 3.40 Cfs Type III 24-hr 100 yr 1 j Rainfall=8.72 Rundff Area=29,151 sf Runoff Volume=0.345 af Runoff Depth=6.18" Flow Length=1,015' Tc=17.6 min • CN=79/0 Flow (cfs) r- - 4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours)