J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 10 yr Rainfall=5.21" Post Development West Orange B_03 01 12 Prepared byTRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 39 Summary for Link 3L: to MH D Inflow Area = Inflow = Primary = 2.316 ac, 21.40% Impervious, Inflow Depth = 3.86" for 10 yr event 6.19 cfs @ 12.24 hrs, Volume= 0.746 af 6.19 cfs @ 12.24 hrs, Volume= 0.746 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link 3L: to MH D Hydrograph . Lfi-19 6.19 cfs i Inflow 6- 4' 7 i r - r - i 3- 1- 01 ..................................... .. 2 3 4 5 6 7 8 ll|l M l|l II l|MI l[l II l|l m 'J,i .U|ti. .,a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) 1 ea=2. 3 16 ac 5- 5 8 1 * mm&t ■ Inflow | □ Primary |