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P <br /> S <br /> 110' 'MI.WEI <br /> y <br /> WEISS ASSOCIATES <br /> concrete drive B-ap EXPLANATIO14 <br /> MW-2 <br /> drainage grata Native soil sample location and <br /> $L"A° ID collected beneath concrete slab <br /> MW-4 Native soil sample location and <br /> hydrant ® --------- B-9---___ TP-10-�� TP^N-6 A ID collected from excavation <br /> y El /�"- X11\ '-,— sidowall on 22 January 1988 <br /> N Native soil sample location and <br /> -------------------------------------- \ <br /> I TP-8-14 A lD collected from excavation <br /> 1 i i S sidewall on 15 March 1988 <br /> B-3 / � ° � I <br /> o '� ° $�-� I MW-! Monitoring well location and ID <br /> r I SL-A <br /> B-1 9-2 o Soil boring location and 1D <br /> grassi • • I I Proposed ground water <br /> 1 1 g $a SL-B SL-G TP-N-4 ° monitoring well <br /> TP-N-6 AI <br /> I MW-1 <br /> 1 <br /> ' •SL-C •SL-1r 1 <br /> I I Estimated Ground Water <br /> o TP-$;14 I <br /> MW-3 Q 1 •SL-E 1 B-7 flow Direction <br /> SL-D � 1 0 <br /> 8`80 1 ---- ----I <br /> Fpprox.Boundary of Concrete Slab i f N <br /> ---------------- <br /> �m� ___-TP-N-5� aB-s —%TP-N-1 <br /> TP-N-7 — Boundary of Excavation <br /> B-2o <br /> 0 10 20 Ft <br /> �l <br /> MA VY x <br /> x <br /> D1$/Vc ~ <br /> Figure 1. Diagram of Excavation Showing Locations of Samples,Soil Borings and Monitoring;veils- Safeway Meat Packing,Stockton,CA <br /> m <br /> s <br />