J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 Page 42 Summary for Link 3L: Link from Part B Inflow Area = Inflow = 3 Primary 2.316 ac, 21.40% Impervious, Inflow Depth = 3.86" for 10 yr event 6.19 cfs@ 12.24 hrs, Volume3 0.746 af 6.19 cfs @ 12.24 hrs, Volume3 0.746 af, Atten= 0%, Lag3 0.0 min Primary outflow 3 Inflow, Time Span3 0.00-30.00 hrs, dt= 0.01 hrs 10 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 j Primary fi 19 nfs r - r 6.19 Cfs i Post Deyelo 1_J Inflow Area*z.31 ac Oyr Primary Outflow ] Imported frbm t W^st Ora ng e B 03 0,1 12-fUnlf 3L.(ica — i— *. - -i - Area* 2.314 ac ' 21.40% Imperv. L-L_J IT 4 T " t -n T —r u. 3 & 1 % 1 TiiTri|iiiiHMi|»irnfiri|'Hii|»i'ii|f!iii|fiM|iiii|iiii|>iii|fiii|iiii|fiii|fiii|lii & 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 Tima (hours) - " T