J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 10 yr Rainfall=5.21" Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 43 HydroCAD® 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 = 3.61" for 10 yr event 15.72 cfs @ 12.14 hrs, Volume= 1.527 af 15.72 cfs @ 12.14 hrs, Volume= 1.527 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs 10 yr Primary Outflow Imported from Post Development West Orange B_03 01 12~Link 4L.hce Link 4L: Link from Part B Hydrograph ■ Inflow I 1 Primary | IS 79 17- 15.72 cfs i _ . 15- Post OavMSpment We st Orange B 14- 12% rti r r■i 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*5.078 ac 0 yr Primary Outflow Imported from 03 01 12-Llnk 4Lhce Area*5.076 ac 24.87%.lmpeiy,