J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 Type III 24-hr 10 yr Rainfall=5.21" Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 34 Summary for Link 1L: to CB 1 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, Volumes 0.110 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs LinkIL: to CB 1 Hydrograph I Inflow I Primary U.28 0.3 Inflow Area 0.28 0.28 cfs uur/R 0.28*: 0.24 1- T t ~ 0.22 0.2 — 0.18 - h - *■ - ■S 0.18 - *• - * £ 0.14 0.12 0.1 0.08 - - t - - h - 0.06 0.04 0.02 irt nTh'rnMnii ni iii n ihi 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) iffTnp I - -