Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1356
Show all pagesPost Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 45 Pond Basin3: Basin 3 Hydrograph 5.54 cfs 5.39 cfs Inflow Area=0.949 ac & 5.26 cfs i — i - i iiiiiiw J . . . i Peak Elev=594.99' Storage=5,484 cf f i i i - 5 o 01 i n 11111,11 p 111111>, mmim 2 3 4 5 6 7 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 ■ Primary m Secondary
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