Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1352
Show all pagesPost Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 Page 41 Pond Basinl: Basin 1 Hydrograph I 2.85 cf?J 2.82 cfs 2.70 cfsj i---1--r lilliiIiIl Inflow Area=0.475 ac Peak Elev=604.97< Storage=2,108 cf •i»iwiifii<i Z. I2 m s 2 , fs r" ■ 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours) MR ■ Inflow □ Outflow ■ Primary M Secondary
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