J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 Page 63 Summary for Link 3L: Link from Part B Inflow Area = Inflow = Primary = 2.316 ac, 21.40% Impervious, Inflow Depth = 7.25" for 100 yr event 11.37 cfs@ 12.23 hrs, Volume= 1.399 af 11.37cfs@ 12.23 hrs, Volume= 1.399 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs 100 yr Primary Outflow Imported from Post Development West Orange B_03 01 12~Link 3L.hce Link 3L: Link from Part B Hydrograph I Inflow I j Primary | , I 11 37 rfs I | 11.37 Cfe r*1 Inflow Areaa2.318 ac 100 yr Primary Outflow Imported from. Post Development West grange B_03 01 12"Llnk 3L.hce i i i i . . Area3 2.318 ac 21.40% Imperv. r~i IQ- ■i m L _ J .-L_. -- i 01 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 Time (hours) m