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MW-6 <br /> x(75 58) <br /> — 75.6 <br /> 1 <br /> MW-5 -- -- .. .. ._ <br /> (75 75) <br /> 75 8 I <br /> MW-4 , <br /> W (75 81) I <br /> I I <br /> 60 <br /> I <br /> ® I <br /> MW-2 .0�I <br /> cin I VW-2 <br /> SW-2 (75 96) 00010I <br /> O9 - --� , <br /> }+ O CPTB- <br /> I /762 I <br /> 1 � � <br /> / SW-I I <br /> I` O <br /> MW-1 <br /> (75 99) s j-- <br /> IV W-!f ' 764 <br /> I I <br /> EXPLANA <br /> 1 I <br /> TI I <br /> 76 6 <br /> MW-19 MONITORING WELL <br /> VW-1 ® VAPOR EXTRACTION WELL ' <br /> I 768 <br /> SW-Z O SPARGING WELL <br /> (76 93) GROUNDWATER ELEVATION <br /> -IN FEET <br /> MW-3 L� i <br /> 758 , (76 93) <br /> GROUNDWATER ELEVATION <br /> CONTOUR CONTOUR INTERVAL <br /> O 1 FEET <br /> as �� <br /> APPROXIMATE GROUNDWATER ACACIA STREET <br /> FLOW DIRECTION AND GRADIENT <br /> N <br /> •-— PROPERTY LINE <br /> 0 20 40 <br /> SITE SURVEY CONDUCTED BY CLEARWATER GROUP INC ON 10/9/45 APPROXIMATE SCALE IN FEET <br /> GROUNDWATER CONTOUR MAP CLEARWATER GROUP, INC. <br /> 2/27/96 <br /> Conrady Service Station Project No Figure Date Figure <br /> 1002 North Yosemite Street g <br /> Stockton lifoia D-10 3196 <br /> Carn3 <br /> 1 <br />