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- - - - - ---- --- -- — - 1VE►55ASSOCIATES V <br /> concrete drivo B-40 <br /> MW-2 EXPLANATION <br /> drainage grate Native soil sample location and <br /> SL-A* ID collected beneath concrete slab <br /> BMW-4 B °((�� Native soil sample location and <br /> hydrant U -----------------?1T�P-10-12 TP-N-6 /A ID collected from excavation <br /> I � sidewall on 22 January 1988 <br /> Native soil sample location and <br /> ' TP-8-14 A ID collected from excavation <br /> B-3 ' I sidewall on 15 March 1988 <br /> •SL-H ' <br /> SL-A I b►W-► o Monitoring well location and ID <br /> I ; I o 1 0-2 o Soil boring location and ID <br /> grass I • • <br /> I IB-5° SL-8 SL-G Proposed ground water <br /> TP-N-6 T - - <br /> nl monitoring well <br /> I o W-1 <br /> SL-C SL-F <br /> E) TP-8-.14 I Estimated Ground Water <br /> MW-3 A I ; SL-D SL-EFlow <br /> i Flow Direction <br /> BIB I 1 I <br /> 1, ° -f---Approx.Boundary of Concrete Slab <br /> \A - ---------------------------- <br /> TP- <br /> TP-N-7 ——————— <br /> -5A — oB-s _TP-N-1 N <br /> Boundary of Excavation <br /> k B-2o <br /> 0 10 20 Ft <br /> l I 1 <br /> N,-1 VY <br /> DRIVE ------------ <br /> ti<., C aiCp <br /> Figure 6. Diagram of Excavation Showing Locations of Samples, Soil Borings and Monitoring Wells - Safeway MeaC-Packing. StoccC ton, CA <br /> (Formerly Weiss Associates Figure 1, 10 June'88) � <br />