J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange B_03 01 12 Type III 24-hr 10 yr Rainfall=5.21" Prepared by TRC Engineers, Inc. Printed 3/14/2012 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 26 Subcatchment 6: PO-DA 6 Hydrograph t--; i r - r 1—J --- ; --- i i ~ t ~ i i i t ~ 46 cfs I ; Type III 24-hr 10 yr - i- - i - -i - -i- - i- - Rainfall=5.21 V Runoff Ared=123.682 sf Runoff Volume=0.795 af Runoff pepth=3.36" ■ 4 -! -i f t Flow Length=546' t i i i - I I m « 5 - ■1 1 i i i i i i . ; j. j. L j Tc=14.3 min L _ ! ! ; i: Li cn=8i/98 _ 2I - 0 1 2 3 4 56 7 8 --1 L-1- i _• _ _ — I _I _ J _ _ L [trrn i< 1111"' 11111 ■ i ' m .... ............................................................................................................................................................................................................................ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) (