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 10 yr Rainfall=5.21" Printed 3/14/2012 Page 27 Pond Basin2: Basin 2 Hydrograph ii T—I—:—I—I---------- r — I 2.16 cfsl ii r 2.15 cfs ,T 1.91 cfs 2H Inflow Area=0.721 ac I Peak Elev=598.68' Storage=1;5i 51 cf T---1--» | i 1H 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours) ■ Inflow □ Outflow ■ Primary B Secondary