J_2024 05 09_West Orange Stormwater Management Plan

25.0 0.0 5.0 10.0 15.0 .£ 20.0 Qi 30.0 35.0 40.0 45.0 OHH ro ^ cn in ui vip om r O)M 0cn^ 0 vo(7) VO oo(N O) id If) VO fN 0 0 * T 0 0 V D C N 0 0 * T r - l V O f N 0 0 * T « 3 ' V D C N 0 0 « T r ^ oo <3; co oi 0^-iT-irMrMro'^LniDrNir^r>'000^<N CN IN CN CN CM CM CN CM CN CN M fN * Post-Development Time (hrs) h ro ^ m io ri CM VO 04 00 rri « «"! • Pre-Development • l/) (N 00 ip vo vo CM ^ (p VD (N 00 ^ CN O ) i f ) IN cri K oo oi 6 T-i T-l (N | i 39.70 1 41.95 Figure 4 - West Orange Switching Station Pre- and Post-Development Hydrographs for the 10-Year, 24-Hour Storm Event