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t � � <br /> t <br /> t MW4 MW5* <br /> t (-1824) t-9.40) <br /> C <br /> CD <br /> I �' Mw2 U.G.Fuel <br /> (-18.15) Storage <br /> — , Tank Pit <br /> W Pump Island <br /> (Typ. 3) I II If <br /> I II I MW6 ._ <br /> (-18.15) I <br /> Ir i I <br /> \ {-18.25} <br /> U MW1 I <br /> { MW3 ! <br /> (-18.38) �e�s •EB1 <br /> •EB2 <br /> k Existing Building j <br /> MW7 <br /> 1I <br /> o I <br /> MW9 <br /> (-18.45)_ <br /> �MW8 i <br /> LEGEND KETTLEMAN LANE <br /> Monitoring well <br /> s Exploratory boring SITE PLAN <br /> ( } Elevation of ground water table above <br /> Mean Sea Level on 4/7192 <br /> Direction of ground water flow <br /> Contours of ground water elevation <br /> *Elevation of ground water in MWS 0 40 80 <br /> was not used to calculate ground <br /> water contours Approx. scale feet <br /> J UNOCAL SERVICE STATION#6015 FIGURE <br /> J601 E. KETTLEMAN LANE <br /> KAPREALIAN ENGINEERING LODI,CA 1 <br /> I N C O R P O R A T E D J <br />