J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 9 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond Basinl: Basin 1 Hydrograph i i t i 0.91 cfs n t i flow Area=0.475 ac Peak Elev=604.81' cf Storage=1,900 » ii i ^ i i f i t < i 0.52 Cfs j 5 41 cfs 2 rtQ — i r0- d 0 12 3 4 5 6 7 8 9 ------------- A 1 0 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) mw A ■ Inflow □ Outflow ■ Primary a Secondary