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North Street <br /> Sidewalk <br /> Sidewalk <br /> I <br /> ti Lown <br /> 10.20' Lawn <br /> UST Vents + <br /> ® 10.26' F - - - -MW-11 — <br /> Storm Drain + GroundWa ter Gradient <br /> MW-2 S75'E ® 0,0013 ft/ft <br /> Approx. Limits I N <br /> I Of Former UST Pit <br /> i + � <br /> 0o 0 MW-1P4 <br /> Current USTs ' <br /> o �qO0 °O O �- -- — � .-- J <br /> I <br /> 10.18_ <br /> j <br /> Y <br /> MW-3 <br /> m <br /> o <br /> � 3 <br /> v 2 � . <br /> Wa � <br /> C_ <br /> M Pump islands o m <br /> 3 <br /> ro_ <br /> y i <br /> i i] <br /> I <br /> EnG <br /> m <br /> ro <br /> Lawn <br /> Fig 2: Gradient Ma Le end <br /> November 21 , 2003 <br /> + Monitoring Well <br /> M1 <br /> ' 17.36' Groundwater Elevation <br /> Super_ Stop Market <br /> 290 N. Main St. 0 20' <br /> Manteca, CA <br /> Geological Technics Inc. 1/15/04 SCALE <br />