J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Prepared by TRC Engineers, Inc. NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/4/2012 HydroCAD® 9,10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 86 Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.753 ac, 24.92% Impervious, Inflow 10.16 cfs @ 1.19 hrs, Volume= 10.16 cfs @ 1.19 hrs, Volume= Depth = 0.541af 0.541 0.41" for NJDEP event 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 H' ' '/ :-- .-- 1 T—T I 1 in 1ft r* 10.16 Cfs 1 L-J L _ 1 .. J I. . 1 _ J _ I. - L I - J _ .1 Inflow Area=15 ----------------; _ _ _ l. . I _ . . 753 ac * . .. 4 - ,-J„. _L - ._1 I J_____ ___ L _ 1 _ i0 t5 -4- _ _ I_I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Time (hours) « - J._ I Inflow I I Primary |