Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1264
Show all pagesType III 24-hr 10 yr Rainfall=5.21" Pre-Development West Orange with ponds 2 Prepared by TRC Engineers, Inc. Printed 3/4/2012 Page 43 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond 15P: Yard Area Ponding Hydrograph — -------------------------------------- -------------------------------------- i— r " i— r I 17 Afl nfs 17.49 Cfs -1 —,— i— r~r - r ~ r " r “ r nf ow Area=6.124 ac r-r 18 Peak Elev=599.15' 14.74 cfs 13- _ ^ L. _ L. - r cfs A-. 1 2 34 567 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 *.r
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