J_2024 05 09_West Orange Stormwater Management Plan

Pre-Development West Orange with ponds 2 Prepared by TRC Engineers, Inc. Type III 24-hr 100 yr Rainfall=8.72" Printed 3/4/2012 Page 51 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Subcatchment 6S: EX-DA 6 Hydrograph —:---------- L 18.00 cfs 19": 18-: 17r r 16-: 15-; 13-; 12- J ------ 1 ----f - - - l - l - __ ! .L_. _-L_- 4 11- L - 1. _ - 10- . - i. . . .I £ 91 rrType III 244ir!100 yr ! I : ; i Rainfa11=8.72" Runoff Area=145,697 sf Ru noff Volume=1,832; af Runoff Depth-6.57" i Flow Length=490' B-: :! iz lzimmitm r ;CN=80/98 42 rrrrrr hi MMimii rrrrrr i"n 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Mill II II II