J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange B_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 21 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link 4L: to MH 11 Inflow Area = Inflow = Primary = 5.076 ac, 24.87% Impervious, Inflow Depth = 2.02" for 2 yr event 8.76 cfs @ 12.13 hrs, Volume= 0.855 af 8.76 cfs @ 12.13 hrs, Volume= 0.855 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link 4L: to MH 11 Hydrograph 1 “I ,.L B 7Pi r; l 8.76 cfs i i i i i i i i i i 1 Infl< A 1 i i i t l i .T-1 |1 11 I1 11 I1 li. . 11 ow re >a o 1 111 2 3 4 5 7 8 h Hni i|i i i i • =s.076 t ii i i i i * i i r i t i i ;j i i 1 ■ Inflow I □ Primary I c1C i 1 i 1 . •■ o-|4 i |iiii|iiii|iMi|^ni|'nn|<Triiiiii|riiii|iiii|^ 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 i i