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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. HydroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 Page 49 Pond Basin5: Basin 5 Hydrograph i—i— -—i—i—r l■r ii ■ Innow | 6.17 Cfs I I i t 7 t IlI II I EH Outflow Inflow Area=1 iiiiii .432 ac Peak Elev =584.85' Storage= 4,851 cf 5 34 8- / 5.34 cfs .. 5- - | ------ j - | - - | . / S '* 2 4~ 3_____ ■ * > 5 2 3- / / 2- 7 / 1- r Jmm 0.00 cfs | 0 1 2 3 4 5 S 7 3 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 Tima (hours) A ■ Primary ■ Secondary

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