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Elm Street <br /> Pla er Boxes — MW-3 <br /> 0.40 <br /> Asphalt �_ Tahk it Excavation 0.40 <br /> MW- I :�s:•;::. <br /> 0 . 1130 <br /> ••' <br /> Concrete <br /> •.:•:• <br /> iC=3 ° <br /> X3'':4•:• .. i; ;:;:,:":;. 0 <br /> • L . 20 r <br /> Exposed Fuel Tanks m <br /> Station <br /> 0.00 Service Islands <br /> Building MW-2 <br /> Q, 4, L7 <br /> A7 ,�— Concrete 0. 10 <br /> 10 <br /> • 0 <br /> Trash Bin elephone Booth.r�� <br /> Concrete Pad C.� 0. 00 <br /> 0 <br /> 10 <br /> '20 Explanation <br /> Calculated direction Monitoring Well Location <br /> of ground water flow <br /> S250W Ground Water Potential Values <br /> in Feet above Water level in <br /> NMW-2 (Contour Interval . 10 feet) <br /> 20 0 20 40 <br /> scale feet <br /> V=20' <br /> Note : Dimensions measured by to a and com ass <br /> Ground Water Potentiometric Surface Map PLATE <br /> -400~ 940aril"M Beacon Service Station # 1 -502 P-3 <br /> 35 North Cherokee Lane <br /> PROJECT NO. AGS 8691- 3 Lodi , California <br />