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-2865 —28 65 FORMER UNDERGROUND I <br /> SCALE (ft) WASTE OIL TANK <br /> .,.--�APPROXIMATE EXTENT <br /> -_ OF EXCAVATION <br /> LIJ <br /> 0 20 LLQ I / _ _ FORMER STATION L <br /> CX / / �� �) BUILDING �/ I <br /> rrk <br /> FORMER UNDERGROUND I <br /> STORAGE TANKS (TYP) <br /> -2870 <br /> MW-2 - <br /> -28 <br /> w-2 --28 70�'�.� <br /> FORMER PRODUCT <br /> ISLAND I! <br /> I <br /> I <br /> AY <br /> A <br /> —28 75 <br /> —2g 75 <br /> EXPLANATION ` <br /> ' � I <br /> + Groundwater monitoring well eqS <br /> -- -- -- — Approximate Property Boundry T MAIN <br /> —28 70 Groundwater elevation (ft, msl) ,��ptEO GFQ REST rAY I <br /> —2870 — Groundwater elevation contour (ft, msl) <br /> o< STEVEN f MCIX <br /> Approximate groundwater flow direction, <br /> Approximate gradient = 0 019 * NO 4976 <br /> �P <br /> Ref 6258-pm dg <br /> Bosemop from Gettler-Ryan Inc <br /> PREPARED BY <br /> Chevron Station 9-6258 FIGURE- <br /> PVPI.M 2409 East Main Street GROUNDWATER ELEVATION CONTOUR MAP, 1 <br /> Stockton, California AUGUST 30, 1999 PROJECT- <br /> engineering contracting firm <br /> DAC04 <br /> I <br />