J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange B_03 01 12 Type III 24-hr 100 yr Rainfall=8.72" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 45 Subcatchment 6: PO-DA 6 Hydrograph n—r 1 -- 1 1 1 , , ; .1 1—. 16.46 cfs it 1 ill i 2 i 1 t 1 |i n—r 1 • i i li > Ra inf a 11=8.72 Runoff Area=123.682 sf Runoff Volume=1.571 af Runoff Depth=6.64" Flow Length=546’ :i Tc=14.3 min - L . .1 - 1-J > . . ------ 1 ------ L _ J ------------- 1 ------ I ------ 1 : [cn=81/98 _ a - _ I - J ll'llll 0 1 2 3 4 5 6 7 8 |TI n n (I'M m pi nyr 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 _ i . J