J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange B_03 01 12 Prepared by TRC Engineers, Inc. Type III 24-hr 100 yr Rainfall=8.72" Printed 3/14/2012 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 58 Summary for Link 3L: to MH D Inflow Area = Inflow = Primary = 2.316 ac, 21.40% Impervious, Inflow Depth = 7.25" for 100 yr event 11.37cfs@ 12.23 hrs, Volume= 1.399 af 11.37cfs@ 12.23 hrs, Volume= 1.399 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link 3L: to MH D Hydrograph 1 --- i--i-- 1-- i -- 1-- i -- i--- i -- i --- —i—i—i—i— t i i i i i i i i i i i i 1 i 11 i i i i I 11 37 Wf 1 1 — 11.37 cfs p--1 1 Area 1 i I T 1 1 ’I T 1 I" 1 1 1 1 i i 1 1 1 1 1 1 1 1 i_ i 1 1 1 1 1 r ■ "1 tI V " i■ 1 1 i i i i 1 1 1 i 1 1 i 1 1 1 i 1 i i i i i i i i 1 i i i i 1 i i i i i i i 1 1 i i i i i 1 i i i 1 i i i i 1 i i i i i 1 1 i i i i i i 1 _ _ l L __i i_ _ _ . _ . L . i 1 1 i i i 1 1 l 1 V i 1 i i i 1 L . L _ J _ J - . L _ 1 _ J _ -J------------- •_ 1 i 1 1 1 1 i i i 1 1 1 i I 1 1 i i i I -4 . 4 i 1 1 i i i i i i 1 1 1 i i i i 1 i i t - 1 — J- —I i i i i 1 1 1 i i i 1 i 1 ■ i i 1,. ----| ---- 4 - - - » ■ -I- - H - +• - 4--------1 - L . i i i i i i 1 • 1 . ' ' 1 V ■ • i 1 11 1 i i i -i— r - -t ■ Inflow 12 =2. 316 ac - 11 109 9-_ I u. ■ Inflow ■ Primary I6 5- 4-: 3 - - r - r - i - 2 ; i .1 I . 11 1 l 1l ‘I-, V/////S///////S 04 0 ip u ip n ip n ipn ip ii ip ii ipmp h ip iiipn ip ii ip u pT1 12 34 5678 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) 1l 1 i