J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. NJ DEP 2-hr NJDEP Rainfall= 1.25" Printed 3/14/2012 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 63 Pond Basin4: Basin 4 Hydrograph ■ Inflow □ Outflow ■ Primary M Secondary 0.17 cfs 0 13 t Inflow Area=1.146 ac Peak Elev=587.22' U- »• -> - w - w - V- - »- -T- Storage=228 cf L _ I L_ L - L - - 1 - - 0.17 3 16 0.15 0.14 0.13 . J _ J _ i _ . . . . . . . 0.12^ - 0.11- l.l.l.L.l L . L . L . i- t « 0.1- r - r i 0.09o r o.o8- X,i i - L _ L - 0,070.060.05• r 0.04- 0 03 n nn r j n nn r.fe 0.00 cfs 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Time (hours) 19 20 22 23 24 25 26 27 28 29 30 ■