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WEISSASSOCIAT£S „I) ■ - <br /> Concrete drive EXPLANATION <br /> B-4o <br /> 0MW-2 TP-B-3 • Backlill toll sample location <br /> Native soil sample location; <br /> drainage grate _ fix IndIcates sample t ken <br /> TP-N-6 • e in.lInto side of eauvalloa, <br /> _ - -o Q.9 0 suffix Indicates sample Taken <br /> hydrant 1 16 in.into side of excavation <br /> :::-• l <br /> storm drain -walei moin MfY-/ O Monitoring well location <br /> Ir_____________________________________________ ___ 1 8-2 0 Soil boring location . <br /> 8 30 TP-B-2 TP-B-3 <br /> r <br /> gross f 1 <br /> I <br /> I OB-I <br /> 1 B-5 •1 <br /> ITP-N-6A ; 0ITP-N-4A,B <br /> \ • <br /> 'I 1 �AfW-/ <br /> AIW-sa I <br /> 1 <br /> ,9-7 <br /> B•B ,0 f-Approx. Boundary of Concrete Slab o N <br /> TP-N-7A,8� , TP-N-5A oB-6 a/TP N IA,B <br /> - <br /> --'- <br /> Boundary of Excavation . <br /> 8-20 <br /> a <br /> 0 10 20 50 FT. <br /> 1114 y� <br /> DRnle <br /> � - <br /> c � <br /> Figure 3. Diagram of Excavation Showing Locations of Samples, Soil Borings and Monitoring Wells - Safeway_Meat Pecking Flockton, CA. <br /> (Formerly Weiss Associates Figure 1, 10 Feb '88) r t. <br />