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Li <br /> IVEISS ASSOCIATES ' <br /> concrete drive B-40 MW-2 EXPLANATION <br /> — <br /> �•t2•07 drainage grate <br /> MW-1 o Monitoring well location and ID <br /> MW-4SGround water elevation, <br /> -1245 hydrants-.._� �——�------9--- rr gr lest above moan sea level <br /> ——— \ <br /> m Proposed ground water <br /> monitoring well <br /> ----------------------------------------- -12.45 <br /> B-30 / i i I B-2 o Soil boring location and ID <br /> r j i Ground water elevation contour, <br /> ----12.45 foot above mean sea level, <br /> 0 dashed where inferred <br /> grass 1 <br /> I ; B-50 <br /> I <br /> MW-1 <br /> I -12.42 <br /> -12.40 _ I i I m <br /> MW-3 <br /> 12.39 BI8 i I~-7` 'y2.40 a <br /> 1 0 i Approx.Boundary of Concrete Slab i �? L7 <br /> -- --------------------------------- <br /> __ B-6 0 cfDi c <br /> B-2 <br /> �----- / N <br /> Boundary of Excavation z 4 <br /> �—x 0 10 20 Ft <br /> NAVY DRIVE ��x --x�_ <br /> x—� <br /> Figure 7. Ground Water Elevation Contour Map for 28 March, 1988 - Safeway Meat Packing, Stockton, California <br /> G � <br /> (Formerly Weiss Associates Figure 2,30 March'88) <br /> ,e <br />