J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/14/2012 Page 85 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 sIn 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link 4L: Link from Part B 5.076 ac, 24.87% Impervious, Inflow Depth = 0.40" for NJDEP event 0.171 af 1.14 hrs, Volume= 4.12 cfs @ 0.171 af, Atten= 0%, Lag= 0.0 min 1.14 hrs, Volume= 4.12 cfs @ Inflow Area = Inflow = Primary = Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs NJDEP Primary Outflow Imported from Post Development West Orange B_03 01 12~Link 4L.hce Link 4L: Link from Part B Hydrograph ; A. I 4 1? r.fs i i ~ i 4.12 cfs 1 r i i 1 i i ----- 1-- 1---- !-----1---- —1------!----- 1----1---- 1----1 i * i i i i I i i i i 1 i r r i I i i i i • i i ! 1 1 1 i lt 1 i i i i i i i i t i i i i i 1 I i 1 i 1 i i t ( 1 t t i i 1 i f ■( i i i i i i i i i 1 | | I i • i i i 1 1 | 1 1 1 | i i l i i i NJDEP Primary Outflow ■ Imported from Post Development West Orange B_03 01 12~Link 4Lhce Areaa 5.078 ac i t i i I i 24.87% Imperv. i — if 1 1i|f! i i i i i i > ■ r - T ~ i i i i l i iii i i i i i i i i : . i i i I i i i i i i i » i i i i i i i i i i i i i * i i t i i i i ) i i 1 i 0-t4T,r 1 2 3 45 6 7 8 t i i —r-* i l i i * i 1 0 t i 1 i 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours) i l i 1 i 4 i 1