J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange B_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 7 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Subcatchment 6: PO-DA 6 Hydrograph L - i - J i i 52 BlS Type III 24-hr 2 yr Rainfall=3.42" Runoff Area=123,682 sf Runoff Volume=0.427 af Runoff Depth=1.81" . - l . - i. Flow Length=546' :: min i i I i t l T i Tc=14.3 i i i i i CN=81/98 s a 2- — 1 - 00 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 Time (hours)