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16 <br /> 1 <br /> C O M M E R C I A L <br /> 1 w - WALL X <br /> - _ - <br /> CE x x—x---x—x—x x x <br /> FE <br /> z tM -3\ r <br /> 23.96)XAC <br /> 1 N Q <br /> "! PAVING N ✓ PAVING <br /> 0 <br /> pvREXPLANATION <br /> � Q <br /> FENCE <br /> MONITORING WELL LOCATION <br /> � j � I <br /> 1 1 + P-3 • SOIL PROBE LOCATION <br /> LLS FAROn171,117 77 7177777771' <br /> a 1 1 1 �ANK BUILDGN —24 30 GROUNDWATER ELEVATION <br /> AC 1 1 1 1 ( BELOW MEAN SEA LEVEL <br /> R E S 10 E N T I A L PAVING 1 <br /> P-4 • P-5 �' • <br /> M4�-1 1 ' 1 fe : B_5 r APPROXIMATE GROUNDWATER <br /> (-23.86) -7 1 1 O I �J ELEVATION CONTOURS <br /> (-24.07 P-1 —24.32 v 1 <br /> P-2 art MW-4 MW—L <br /> 1 <br /> {)F�i <br /> A� <br /> I N. ,I�............. <br /> 4 <br /> j W, <br /> EAST MARKET STREET ` <br /> TOP FILLING STATION FORMER ROEK CONSTRUCTION SITE <br /> 0 20 40 so 120 GROUNDWATER CO ` PROJECT NO. <br /> CO 'N' TOUR MAP 198075 <br /> SCALE IN FEET AUGUST 1 698' � FIGURE <br /> REFERENCE: Base Map by Morrow Surveying, February 1997 PROJECT: Wells Fargo Bank 3 <br /> Drawing No. 0765-001. BUILDING 49 South Wilson W y, Stockton, California <br /> ANALYTICS p <br /> i <br /> I <br /> I <br /> t <br />