J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Type III 24-hr 100 yr Rainfall=8.72" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/4/2012 Page 66 Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.753 ac, 24.92% Impervious, Inflow Depth = 6.96" for 100 yr event 79.82 cfs @ 12.14 hrs, Volume= 9.133 af 79.82 cfs @ 12.14 hrs, Volume= 9.133 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link Discharge: Analysis Point A Hydrograph i—r ■ Inflow U Primary l 7Q fl? rf 79.82 cfs Inflow Area= o' 15:753 ac r- 70i - + - ■> - 55 j-- 50o 45 ■ 2 A0-. L _ 1 L - L J _ _ L-1 L _ 1 •_ 'M - *■ - j - - J__ ___ i . _ J ______ I ___ I ____ J . _ J _______ I ___1 _ J _ _ — I-- L-» J _ _ 35 30- 20 15 10irt ii i|1 n i|1 n 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) 4-, _