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 10 yr Rainfall=5.21" Printed 3/4/2012 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 44 Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.753 ac, 24.92% Impervious, Inflow Depth = 3.64" for 10 yr event 41.95 cfs @ 12.15 hrs, Volume= 4.777 af 41.95 cfs @ 12.15 hrs, Volume= 4.777 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 46H 44 i 42- '1 40 33 36 34 32 30 28 ■ Inflow B Primary I 41 5s 41.95 Cfs J-- Inflbw Area=15:753L ■ac _i, ____I ____1 ______ f 'i-J> _ - L _ J. _ J L _ 1 _ J __ 1 -• L . 1 J _ _ I _1 _ J _ _ i - & 26*1 ’ ✓ ' 24-; u. 20 16- L - L -I .. L _ L J ___ L _ J 12- I __1 _ J _ _ L _ J _ - - * - 4--• L _ L J--- I 2 34 wm 56 8 7 L _ J . _ J __I irtiripinrtnrrtm rt I__1____I _ 11iii|1 ii ip ii 111 ii ip ii ip ii 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) u