Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1342
Show all pagesPost 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 Page 31 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond Basin4: Basin 4 Hydrograph '--- i 0.98 cfs Inflow Area-'1.146 > i ( jj I l i I Flow (cfs) 1- ac Peak Elev:=589;65^ Storage= 4,442 cff lit i 24 24 cfs Wm 0.00 cfs o-f4WW m m 0 1 2 3 4 5 6 7 8 9 10 11 12 13 m 11M m 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) % £3 Inflow □ Outflow B Primary M Secondary
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