J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange C_03 01 12 Printed 3/14/2012 Page 22 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link 4L: Link from Part B 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 2 yr Primary Outflow Imported from Post Development West Orange B_03 01 12~Link 4L.hce Link 4L: Link from Part B Hydrograph --- :---;---; ~ i--- ---- T I Inflow I 8 76 8.76 cfs j Primary Post Deve lopment We st Orange 8 ._1_J_ Inflow Area*5.076 ac 2 yr Primary Outflow 1 Imported from 03 01 12-rLlnk 4L.hco i Area* $.078 ac ' 24.87% ]mperv. 2 ----r - & O, 5 T r-r 2 _ L _ J _ m mmtmm m _ X _ _J_U_- I1 ^WWfWHfBSTfiTTr>Trn»iii|tii'i|>iii|»m^'iiHiii|<iii|iiiiHnn<iwFTiT|»m|liii|iiM|B 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 Tima (hours)