J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 HydroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Page 25 Pond Basinl: Basin 1 Hydrograph | 1.55 cfs 1.52 cfs 1.40 cfs Inflow Area=0.475 ac Peak Elev=604.89’ : Storage=2,005 cf j —i—i _ _i.. -i —1_ - -f* -i- -i- -i m 14 wmm o-M . 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) ■ Inflow C3 Outflow ■ Primary M Secondary