J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Prepared by TRC Engineers, Inc. Type III 24-hr 10 yr Rainfall=5.21" Printed 3/4/2012 Page 41 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond 12P: (new Pond) Hydrograph «, ' I 41 9firfS | 41.26 cfs -1 46 . _ I______ '__I__l L _ L .. L L Inflow Area=15.341 ac .1---t___i___i_ _ U — U _ I_L _ L - ( ----- L _ L _ I ---- L 44 42 - : :;p;e9k Eley»j58p.t4! 38 ■ Flow (cfs) 34 32 30 28 26.82 cfs 2o i— r- - r - r - p -i— r-i— r-i— i— r • -«_«_•_l__•_<_U - t . 1 - 1 22 L-i- 14.44 cfs 16 14 - I__ L. i1 ■ 12- 10 ■ .. FTTTn 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) L_L.I._L.L - I ■ Inflow CD Outflow ■ Primary B Secondary