J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Pre-Development West Orange with ponds 2 Printed 3/4/2012 Page 22 Prepared by TRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond 15P: Yard Area Ponding Hydrograph 'r r jL9 A4 rfs 9.84 cfs r — r - — I ----i ------------------ Inflow - i— r - - r — Area-6.124 !4Peak;E:iev=5g9.09' 09 cfs Flow (cfs) __ I____L_L ‘ cfs 3. 10 1 2 34 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) *■ ac ■ Inflow □ Outflow ■ Primary M Secondary