J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 NJ DEP 2-hrNJDEP Rainfall=1.25" Prepared b y T R C Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/4/2012 Page 85 Pond 15P: Yard Area Ponding Hydrograph ./T: , J 4 R7 rfs >j 4.67 cfs Inflow Area=6.124 ac Peak Elev=599,04' Flow (cfs) 3.18 cfs 1.92 cfs ...................................... ..................... I" "I............................................................................................. . 0 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) ■ Inflow C3 Outflow ■ Primary M Secondary