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1 l <br /> 9 <br /> MW-6 <br /> , 7 (72 85) <br /> 1 <br /> MW-5 �- -- •- -- -- <br /> (72 98) <br /> ' MW-4 <br /> (72 85) ; <br /> # --- <br /> 9 <br /> FF <br /> 1 j 730 <br /> 731 <br /> I ; <br /> W ,VW-2 MW-2 1 73.2 f <br /> O SW-2 (7 7) <br /> 733 <br /> CPTB-7 I <br /> ' 734 <br /> SW-1 <br /> MW-1 <br /> I 73.5 <br /> (73 37) awe <br /> VW-11 736 <br /> 1 1 I $ <br /> I 1 <br /> EXPLANATIQN 737 <br /> I I I I <br /> ' MW-1� MONITORING WELL /73.8 <br /> VW-1 ® VAPOR EXTRACTION WELL <br /> SW-1 '0 5PARGING WELL / 73 9 , <br /> ' (73 37) GROUNDWATER ELEVATION MW-3 74.0 ' <br /> -INFEET L-- (73 95) r--' <br /> 731 IL .. -- -- -- - <br /> ' GROUNDWATER ELEVATION <br /> CONTOUR CONTOUR INTERVAL <br /> =01 FEET <br /> f o-5 APPROXIMATE GROUNDWATER ACACIA STREET <br /> FLOW DIRECTION AND GRADIENT <br /> N <br /> ' --�- PROPERTY LINE <br /> 0 20 40 <br /> 5rTE SURVEY CONDUCTED BY CLEARWATER GROUP INC ON 10/9/95 APPROXIMATE SCALE IN FEET <br /> GROUNDWATER CONTOUR MAP' <br /> 11/30/95 CLEARWATER GROUP, INC. <br /> Conrady Service Station Project No Figure Date Fi ure <br /> 1002 North Yosemite Street g <br /> Stockton California IL <br /> D-101 12/95 3 <br />