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 21 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link 3L: Link from Part B 2.316 ac, 21.40% Impervious, Inflow Depth = 2.21" for 2 yr event 0.427 af 12.24 hrs, Volume= 3.57 cfs @ 0.427 af, Atten= 0%, Lag= 0.0 min 12.24 hrs, Volume= 3.57 cfs @ Inflow Area = = Inflow = Primary 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 3L.hce Link 3L: Link from Part B Hydrograph ■ I 3 57 cfs I 3.57 cfs -1 Post Dm t West 0/ lOpCTWn S ° 3 45 6 7 8 Inflow M Primary | 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 Area=2.316 ac 2 yr Primary Outflow Imported from angeB_03Q1 12H.lnk3L.hce i Area* 2.318 ac 21.40% Imperv. I