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Supporting Documentation · Aug 15, 2024

J_2024 05 09_West Orange Stormwater Management Plan

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Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 HydroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Paqe 2g Pond Basin3: Basin 3 Hydrograph n—'—r r -i—i—i—i—:—r n—i — —; —r ■ -i- -iii ii 2.86 jcfsM Inflow 34 Peak Area=0.949 Elev=594.82' :Storage=5,003 cf 2H Flow (cfs) ac 0.88 cfs 76 cfs 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) ■ Inflow □ Outflow ■ P ri ma ry ■ Secondary

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