J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange A_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 17 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Pond Basin5: Basin 5 Hydrograph 0.56 cfs i i iii r r — Inflow Area-1.432 ac Peak Elev=583.51' Storage=1,800 cf 0.6~4* 0.55- i 0.5 y -t"*i■ t “ T ” T ” T ” 4 ’ ” r “ r ” .r “_r i.- ■r "• r - r* '* r • t - r ~“i H 1 0.45- 1 1 1 ■-l-i_A_L-l-i.L_L_L_L-L_L_L-L-L_L.L_ 0.4 Flow (cfs) . 4 - 4 - * - 0.35- -i- 0.3- 1"i'T - 7 “ r , - 0 25 0.20.15- gjnnQrf nnnrf 0.00 cfs o^mm 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 □ Outflow ■ Primary B Secondary