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- - - - - - - - - - - - - - - - <br /> N I M 27 02 FORMER UNDERGROUND <br /> SCALE (ft) WASTE OIL TANK <br /> APPROXIMATE EXTENT <br /> OF EXCAVATION <br /> (] 20 <br /> W DRIVEWJY Ir FORMER STATION <br /> / L <br /> '�7 BUILDING <br /> (/7LL- <br /> FORMER UNDERGROUND <br /> / I <br /> I / �' /! STORAGE TANKS (TVP) <br /> I I <br /> -*M <br /> M 2701'` <br /> Q � I <br /> O�N FORMER PRODUCT <br /> v ISLAND <br /> or STEVEN E KRCIKNo 76 <br /> ` I I <br /> & Q` i DRIVEwA;� <br /> 0 <br /> OF CALF <br /> I <br /> ' *MW-1 I <br /> r� <br /> —2705 <br /> I <br /> EXPLANATION <br /> Groundwater monitoring wellEqs <br /> - — Approximate Property Boundry T 44 4//V ST oRlvEwnY� ' <br /> REST I <br /> —2701 Groundwater elevation (ft, msl) ' <br /> —2702 — Groundwater elevation contour (ft, msl) <br /> Approximate groundwater flow direction, <br /> Approximate gradient = 0 0008 <br /> Ref 5258-qm dwg <br /> Bosemop from Getller-Ryon Inc <br /> PREPARED BY <br /> FIGURE <br /> Chevron Station 9-6258 .� <br /> PIRM 2409 East Main Street GROUNDWATER ELEVATION CONTOUR MAP, <br /> Stockton, California JANUARY 20, 2000 PROJECT- <br /> engineering contracting firm DAC04 <br />