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-hrNJDEP Rainfall=1.25" Printed 3/14/2012 Page 57 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond Basinl: Basin 1 Hydrograph r - r zlJ -------------1 Xr- 0.57 cfs | ; 06 _ L _ l# W I r r i £ 3,55- t .j.j.j - r - i . j - j - . - i - j - i . t - i - i - L . a 0.5- 1 __ ■ • - Inflow Area=0.475 ac Peak Elev=604.01’ Storage=992 cf 0 45 0.4- 3.353.33.25. j . J . . 0.2- 0.15- pj..(inar.f 22 0 1 2 3 4 5 6 7 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) • ■ Innow □ Outflow ■ Primary a Secondary