J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared byTRC Engineers, Inc. Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 Page 41 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link 1L: Link from Part A Inflow Area = Inflow = Primary = 1.432 ac, 40.59% Impervious, Inflow Depth > 0.93" for 10 yr event 0.28 cfs@ 15.95 hrs, Volume= 0.110 af 0.28 cfs @ 15.95 hrs, Volume= 0.110 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 A_03 01 12~Link IL.hce Link 1L: Link from Part A Hydrograph — i—i—r iii 0.3“ 0.28 0.26 0.24- ■ Inflow I B Primary | 28 c£ Inflow Area?1.432ac 10 yr Primary Outflow Imported frdm Post Development West Qrange A_03 01 Area3 1_.432j.ac 40.59% Imperv. 0.28 cfs 1?~Lln k1Llhce .J 0.220.2 X °-18^ - 0.16-; s 3 u . S' S 0.14-: 0.12-f ■ r - r .l _ 0.1-1 i. 0.08 0.06 4 0.04 / m 0.02-i 0* m 1 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)