J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 sIn 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 Page 26 Subcatchment 2: PO-DA 2 Hydrograph 1.66 cfs "7-------!------------- 1-1--1-----i--------i----- 1-------- i--------i--1-----I— t i I i i i i I t i i i II i I i i i i i i > i i i ' i i t I I i i Type III 2j44hr I0|yr i I Rainfall=5.21V tunoff A rea=29,151j sf Kupoff; Vol ume=0.1 $6| af Runoff Depth=2.98" 1 2 Flow Lendth^1,015' Tc=17 6 min i I CN=79/0 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tims (hours) . 1 U . • • • :» ' ' n