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1AA. <br /> W£ISS ASSOCIATES <br /> EXPLANATION <br /> concrete drive <br /> B-40 MW-2 TP-B-3 • Backllll soil sample location <br /> B <br /> Native soil sample location; <br /> drainage grateA sullix Indicates sample taken <br /> TP-N-6 a In.Into side of excavation, <br /> B suffix Indicates sample taken <br /> hydrant 08-9 18 in,into side of excavation <br /> 1 <br /> :.•t storm drain water main I MW-/ E) monitoring well location <br /> f f---------------------------------------------•-- I 8-2 0 Soli boring location <br /> e <br /> B-30 TP-B-2 TP-B-3 <br /> 1 <br /> f I <br /> gross f t <br /> I ; 1 OB / <br /> �TP-N-6A; 0B 5 ? eITP-N-4A,B <br /> `\I i UW-/ <br /> I I , <br /> MW-30 t t <br /> 1 ; I <br /> 8-8` 0 . f 0B7 N <br /> ` r ..... Boundary of Concrete Slob f <br /> TP-N-7A,B��, TP-N-5A,_ 0B-6 _ _,a' TP-N-IA,B <br /> -X-Boundary of Excavation <br /> B-2° <br /> 0 10 20 JO <br /> t 1 1 1 <br /> DE x �. <br /> ,Q <br /> iv -•�^} � .SCS.. <br /> - I� <br /> n�J� <br /> Y t� �i <br /> Figure 3. Diagram of Excavation Showing Locations of Samples, Soil ]brings and Monitoring Wells - Safeway Mdat 6Rkin�13.ckton, CA. <br /> (Formerly Weiss Associates Figure 1, 10 Feb'88) U <br /> s <br />