J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 15 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond Basin4: Basin 4 Hydrograph j.j,j j-j-j . 0.44-J 0.424 0.4-; 0.384 0.364 0.344 0.32-j 0.3-j 0.284 0.26-j tj 0.244 •_i ' 0.39 cfs 1 ,L - L .. L _ L . L _ ‘ L - 4 - 4. - 4 - * - i. - i - Inflow Area=1.146 ac j Peak Eley=588^7’ ! Storage=2,743 cf hrT'T'T'T-T'rTT'rrrT'r'r-rT- 17 1 t- ’ A-- 1 - -f *1 ' T * 1 r - r-T-f-r-r-r-r-i— r l . i JJ 1 - -i • 1 0.220.24 0.18-1 0.164 0.144 0.124 4 0.14 0- n nn rfc E .UUUIS * 012345 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 El Outflow ■ Primary M Secondary