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concrote drive B-40 - <br /> MW-2 EXPLANATION <br /> 12 47 drainago gram <br /> I MW-T o Montloring well location and ID <br /> MW-4 l!(J Ground wafer elevation, <br /> -12-4.5 , m f3-g ° rr 9r <br /> hydrantlost above moan sea level <br /> Q yam` �----- --- ------\ <br /> Proposed ground water <br /> 1monitoring well <br /> ---------------- --------."'-I—7- --- -12.45 <br /> B-3 J + i i © 2 o Soil boring location and ID <br /> Ground water elevation contour, <br /> l i i B-f ---12 45 toot above mean sea level, <br /> i I o dashed where interred <br /> grass <br /> 1 i 13-5 0 + <br /> 1 MW-1 <br /> ' 1 0 fz az <br /> -1240 , � <br /> MW-3o <br /> �-�—�. -12.40 � <br /> l3'Bo 1 0 CL <br /> i -,-Approx Boundary of Concrete Slab 0 <br /> - --------------------------------� `� — n <br /> iL <br /> — Boundary of Excavation o 4 N <br /> B-20 ZE <br /> I <br /> �x� ro <br /> x� <br /> x � <br /> x <br /> MAV}, D - o to 20 Ft <br /> RI V� x� -- t . . t_�. <br /> x �x <br /> Figure 7 Ground Water Elevation Contour Map for 28 March, 1788 - Safeway Me.11 Packing, Stockton, California <br /> (Formerly Weiss Associates Figure 2,30 March'88) <br />