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WEISS ASSOCIATES <br /> concrete drive B-4 o MW-2 EXPLANATION <br /> O drainage grate <br /> SL-A • Native soil sample location and <br /> ID collected beneath concrete slab <br /> -9 o Native soil sample location and <br /> hydrantO /--————————————————— <br /> aTP-10-12 TP-N-6 A ID collected from excavation <br /> \ sidewall on 22 January 1988 <br /> I ------------------------------------ �� <br /> 1 I Native soil sample location and <br /> I TP-8-14 A 10 collected from excavation <br /> B-3o / i • I sidewall on 15 March 1988 <br /> SL-A SL-H i I MW-1 o Monitoring well location and ID <br /> �- B-2 o Soil boring location and ID <br /> grass I i • • i Proposed ground water <br /> y , o SL-B SL-G TP-N-4 MW-4 <br /> TP-N-6 'i 13-5 Almonitoring well <br /> —— n MW-1 <br /> SL-C SL-F <br /> I I ` <br /> I ' I <br /> p TP-8=14 ; L-D . I Estimated Ground Water <br /> MW-3 ' �8 (AMW-4 SL-E 1 B-7 Flow Direction <br /> o i f- Approx. Boundary of Concrete Slab <br /> A _ - ______ AV N <br /> TP-N-7 �--------�_ - -- TP-N-1 <br /> TP-N-5 Boundary of oB6Excavation <br /> B-2 <br /> X -` 0 10 20 Ft <br /> NAVY � - <br /> DR/VE <br /> oC-x ,. <br /> Figure 8. Diagram of Excavation Showing Locations of Samples, Soil Borings and Monitoring Wells - Safeway Meat PacV46g, Stockq A <br /> (Formerly Weiss Associates Figure 1,29 June'88) <br /> s <br />