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WEISSASSOCLATEs V V6.d <br /> concrete drivo /J•Qo <br /> MIN-2EXPLANATION <br /> r drainago prate <br /> SL-n• Native soli sample location and <br /> ID collected beneath concrete slab <br /> mMW-q F? rt <br /> hydrantNative soil sample location and <br /> _ <br /> /------------ --- <br /> [:DTP-1TTP-N-G n 0-12 ID collected from excavation <br /> U <br /> I \�, sldewall on 22 January 1988 <br /> 1 \ Native soil sample location and <br /> ----------------------------------- \ <br /> 1 TP-0-14 A ID collected from excavation <br /> D-3 � , • � sidowall on 15 March 1080 <br /> SL-A SL-1-1 I AIW-1 o Monitoring well location and ID <br /> grass l i I o 1 0-2 o Soil boring location and ID <br /> I i B-50 •SL-D SL-GTP-N-4 m Proposed ground water <br /> \ <br /> TP-N-6 monitoring well <br /> A , Al <br /> \I ; 1 MIN- 1 <br /> SL-C SL_F I <br /> I r I <br /> � I <br /> o TP-8-.14I Estimaled Ground Water <br /> MW-3 nBIB SL-D SI--E 1 D-7 Flow Direction <br /> I ° i -f ApproxTBPounNdaSry of Concrolo Slab <br /> \A _-------- <br /> r N o <br /> N <br /> TP-N-7 o13-6--------- TP-N-1 <br /> IB-20 Boundary of Excavation <br /> ( - <br /> k__x <br /> ^ 0 l0 20t F1 <br /> N�I VY <br /> DR/VE k k'�- <br /> k� <br /> xx <br /> --------------- <br /> r: <br /> Figure G. Diagram of Excavation Showing Locations of Samples, Soil Borings and A4oniloring Wells - Safeway Me al Packing. Stock lon, CA <br /> (Formerly Weiss Associates Figure 1, 1OJtine '88) <br /> �n <br />