J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange A_03 01 12 Prepared byTRC Engineers, Inc. NJ DEP 2-hrNJDEP Rainfall=1.25" Printed 3/14/2012 HydroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Page 59 Pond Basin2: Basin 2 Hydrograph .ZC 0.49 cfs • • 1 f I * 1 « 1 1 1 1 1 » 1 1 1 1 t i l l i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 | | | 1 — 1— : — ; — i — p — i — r i i v ' i — i — i — r— !— i — i i i i i i i i iii i i i i • i t r t t |I t i i 1 i i i i i i r t i i • i i i i i i r t i i i i i » • • Inflow Area=0.721 ac | | Pe^k EI6V=597.60^ Storage=637 cf 1 1 ■ Inflow • r ~ □ Outflow ■ Primary B Secondary r I r ; i i 4* 1 1 — - . i • i t j : 4 . J . J.J-J.J. 4 - 4 — 1 1 1 1 1 1 1 1 1 1 • I J . J . J _ J _ _i _ 1 1 « 1 « 1 - J - J - J - J - J - i - J _ J i 1 1 _ l 1 1 1 1 i 1 . J l i . - Ji . 1 1 1 1 1 1 l 1 1 i _ 1 1 1 1 _ l 1 l 1 l i < 1 t"i l i . . i i i i i • • i >•-)- 1 1 • 1 1 1 1 1 1 1 • l 1 1 1 i l 1 i 1 1 l 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 ' l 1 1 1 . t , 1 1 1 1 i i i 1 i i 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 | t 1 • i • T ' 1 II 1 ” i i i _ J . i i l i _ i _ 1 1 i i i 1 1 - i i i 1 _ L 1 i _ l 1 i 1 : i I i ' • L | i i l i i i i I i 1 i i i 1 i 1 i l i i i t i i i i i i i i "1 ILCLQft .J. n QQ-c 0.00 cfs i l - k - 4 1 1 1 1 1 1 1 1 H II i 1 i 1 1 i 1 1 1 1 - l • i — f 1 1 1 1 i 1 1 • J i - i i mm 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) i i . - -r--