J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 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 3/14/2012 Page 43 Pond Basin2: Basin 2 Hydrograph — I 4 03 cfs 4.02 cfs f"1 Inflow Area=0.721 ! Peak Elev=598;78' T1 Storage=1,660 cf 3.76 cfs 3 ■S 2- II - fs A 0+ ac iwrrri PI 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 □ Outflow ■ Primary M Secondary