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 Prepared byTRC Engineers, Inc. HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/4/2012 Page 23 Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.753 ac, 24.92% Impervious, Inflow Depth = 2.04" for 2 yr event 23.25 cfs @ 12.15 hrs, Volume= 2.684 af 23.25 cfs @ 12.15 hrs, Volume= 2.684 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 T1 26 9fi nfsj rt1 23.25 cfs 24- 1 t 1 i i i 1 l < l i i 1 i i • i 1 i i i i • i i • i i • i i i i i i i i ■ Inflow k i i • i ■ Primary! Inflow ^rea=15.753 ac -- i • i _; 20: i i 18- - 16: £ 14: u. I r ! — ---- 1 t 1 1 12: 10 8: 6: ---- 1 I t i i i i i i i i i i i • i i i • • i i i i i i i ----L ------------ _ J _ J j_ _ I . _ I— i - L - 1- - J - . 1 ----• 1 1 1 1 1 1 1 1 i i i i i i 1 1 1 1 1 1 1 1 1 * ---- --------------------- 1 1 ---- 1 --- V- - - 41- - ----------------I - - I -------I I I 1 1 1 1 1 1 1 1 1 i l l 1 1 1 1 1 1 1 1 1 ~—r— t“ *i —i- -t- “ r * T ~ ~ I I I i i i i i i i 1 i i i i i i i i i i -------- T ' | — 1r - t* - t• - • « — i — r “ t - i " ~ i — i l l 1 1 i 7 ~ 1 ’ " i i i i - 1 . i - 22-; i i i i i i i • i i i i i i i i i i i i t i i i i i i i i i i i i I. . X . - I . _ . 1 _I ----I . 4: 2: 0 01 || 234 5 6 7 8 1 1 1 1 1 i I I 1 1 | i n ' i r w i f r i r i f i m | ¥ H i p i i i p m p h i | t 11 n m i | t n i | i h i | » n i i m i j i 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours)