J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 100 yr Rainfall=8.72" Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Page 47 Printed 3/14/2012 Pond Basin4: Basin 4 Hydrograph 6t J- J54 3-r i i 1 1 1 Inf lowi Are i i Peak E i S3 ■---------•---- l---- 1. i i i l 6.59 Cfs s 11 11 ii i i 11 i i i < i i < > ii i i t T V“l" 5.24 cfs 11 i 11 11 4.96 cfs I 1 1 1 1 • i 1 1 11 i 1 1 1 1 i i 1 1 • • 1 i t 1 1 1 i 1 11 1 • i i 1 1 I i 1i 1 i i 1 1 i 1 1 1 i1 l I t i i Storages i i i i i i i i i i i i i i i 1 1 1 i i 1 l 1 i i i i i • i i i i i i i i 14 01 2 3 4 5 6 7 i * i i i ■ Inflow □ Outflow ■ Primary 9 Secondary .146 ac =590.00’ 5,305 cf t i i i i i i i i .............. 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) i t • i i i i i i i i i i i i i i i i . i i i i i i i i i i i i i i i i i i i i i i i i i i i.i i i r . i •