J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 100 yr Rainfall=8.72" Printed 3/4/2012 Page 65 Pond 15P: Yard Area Ponding Hydrograph i——: ' "_l i ■ y ~r ~i r •’ I 39 pn rfS I 32.901 cfe F' 34 33 I__L_L_t______ Inflow Area=6.124 ac Peak Elev=599.24' 30.16 cfs 30 28- . _ 1_\_I_L L-». 1. .. 26 Flow (cfs) 22 = 20 18- = ' 10 .. . .. t. _ L - L ' 128-. 6, cfs 2 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) ■ Inflow 0 Outflow ■ Primary M Secondary