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1vf.ISSASSOCIATES iv <br /> concrete drive Q-40 MW-2 <br /> EXPLANATION <br /> -12.47 �drainago grate <br /> ----` MW-to Monitoring well location and ID <br /> M MWGround water elevation, <br /> -12'45 hydrant�, ----- Q-9�— \ Il.el loot above moan sea level <br /> I \ Proposed ground water <br /> I <br /> • <br /> ------------------------------------ _"— -12.45 m monitoring wall <br /> B-3 0.2 o Soil boring location and ID <br /> i <br /> i <br /> Ground water elevation contour. <br /> -12.45 loot above mean see level, <br /> grass o dashed where inferred <br /> I r i I <br /> 1 Q-5o <br /> I MW-1 <br /> \I I 0-12.42 <br /> 12.40 �_� I I M <br /> I <br /> MW-3o I _ -- - _I „ 3 <br /> 12.J9 I <br /> Woi 1�--7� -12.40 f n <br /> ° i f_Approx. Boundary of Concrete Slab i L7 <br /> _ _ ________________ <br /> _______________ <br /> Boundary of Ezcavation o a N <br /> -�, Q-2° <br /> k ar <br /> _x_ (D c <br /> 0 10 20 FI <br /> IIAVy DR/VE k_�`x_x <br /> �x <br /> t <br /> Figure 7. Ground Water Elevation Contour Map for 28 March, 1998 - Safeway Mcat Packing, Slockton, California <br /> (Formerly Weiss Associates Figure 2,30 March'88) <br /> �7) <br /> yt tri e <br />