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 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pgge11 Pond Basin2: Basin 2 Hydrograph TT-TTT l . l ^ l - L . L . U L . L - L . *_J_J,J-J _ L . _ I __ U Inflow Area=0J21 ac i Peak Elev=598.56' 1» i ii 7 * 7 ’T" ;.J44 >torage=1,426 cf . ■ Inflow (3 Outflow ■ Primary M Secondary } i i i i i ll •i “ 7 -7* r " t - r - r - r ~ T - r - r - r ^ r - r - r - i — i i i i < i i i i ii 1 1I • T 1“1-1-1-• 0.4- 0.35 cfs ■ J__i__i__I - - 1 11 t --t i 1* i i • i i r - i i i i i i t i i i i i i r“ T ~" f * r r- r-- r - r - r - r - r - i — i — i — r i i i i i I i i i i i i - * - * - 11 - J - - - - X - L . rL .tl . Li . Li wi l . lt. Li. ,Li . Li .il . X X I_I__ i _ i 1 1 1 t 1 11 1 l i i _ 1 - LL .. L . l . L . L . L . L . L . L . L . L . 1 1 1 1 1 1 1 1 11 _ _L _ L * __________1 __________L . — 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 Tima (hours)