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 61 Pond Basin3: Basin 3 Hydrograph 0.33 cfs r I ' T V 1 ‘ T 1 ‘ 1 - 1 ■ T * T ' 1 — 4 - 4 — 4 — r - r - r » r ^ r - r - r - r — -i • I i l I i i I I I I 0.36 - - 1 - 4 ------I — - J 4 — 4 - 4 0.34-T 0.32-1 '//m m 0.3-.I 0.28 . ' 3,26 i i r-r-r r - r *: i i < J. j _ ' - 4 i— r Inflow Area=0.949 ac ;i;Peak;Eley=592.40" I i : Storage=441 cf ' i . • - U - U L _ *----L •/ 'XA 3.24 ' i s °- 2 2 ^ t3 0.2-: *r-r-r i - i * 0.18^1 T 0.16 rr l_t___' _ 1 0.14-' - J _ J 'l* . 0.12*: 0.14 — r - r - r - T - r - p 0.08-J iii iii i i i r i 0 06 n a o nn rfc 0.00 cfs 0-)M 01 mmmm mmmmmmmmzzz ^MPPPPPIIIliPi ii 111 ii||||ll lip|j|B||ipipPpB|BPiPiPil ilii| iiJl^ 23456789 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours) r ■ Inflow El Outflow ■ Primary ■ Secondary