J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 5 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Subcatchment 2: PO-DA 2 Hydrograph h—r I7 0.9 !-- 1------ r ! 0.83 cfs | 0.85 0.8 - 4- - 4 - Type III 24-hr 2 yr _ l. _ a _ 0.75 Rainfall=3.42" 0.7 U_1_J. 1 0.65 RunoffA rea=29,151 sf 0.6 Runoff Volume=0.084 af _ 0.55 o. 0-5 Runoff Depth=1.50' 3 0.45 o Cl 0.4 Flow Length-1,015’ •r-7• 0.35 * 0.3 Tc=17.6 min r*t■ - t--- i ■ CN=79/0 0.25 0.2 0.15 0.1 0.05 0 rm 01 23456789 11'i i |‘it rqn PHTTHTTrn 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours)