Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1441
Show all pagesPost Development West Orange B_03 01 12 NJ DEP 2-hrNJDEP Rainfall=1.25" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 64 Subcatchment 6: PO-DA 6 Hydrograph “—i—i—i—r iitii ,60 cfe i ; NJi DEP 2-hrNJDEP j | Rainfall=1.25" Runoff Area=123,682 sf Runaff Volume=0.067! af g 1- i ! Runoff Depth=0.28" : I Flow Length-546* Tc=14;.3 min i i i i CN=81/98 > .< i i i i 0 1 2 34 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours)
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