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� I <br /> TABLE 1 <br /> RELATIVE GROUND WATER ELEVATIONS <br /> Top Filling Station <br /> 101 S Wilson Way, Stockton, Califorma <br /> .. k� .+�., v�n'h �d :}vS y W ° h.} s':' `r{r Jx ri i,r ,a k''�a�•a9P+: . `,crd.t94 <br /> 'r,s } f¢ a ,} a � ti J+ ° xi },� • �} a i` +.�� ti*T�4� f�'� f`+�wY¢ fi r <br /> 1-17-95 4-24-95 1-17-95 4-24-95 <br /> MW-1 <br /> 10000 5995 57 13 4005 4287 <br /> MW-2 10078 6088 5806 3990 1 4272 <br /> MW-3 10094 6098 L 58 18 1 3986 42 76 <br /> TABLE 2 <br /> ANALYTICAL RESULTS OF WATER SAMPLES <br /> 101 S Wilson Way, Stockton, Califorrua <br /> (pg/L) <br /> 6 a f pr' }a a a rn}r }rJ{AJ }r�4{" rrJ J a W fpvi f�4 r . ai rry4}{�i <br /> lrn { <br /> M� <br /> o�3;�4 3as�¢�'rr4 }� ,�2�'£��+^�., �$b o°;4+'b�{,::`+3'a��r�'� `'.ia'8'{$}k..^v'S;jo^� 's`3 � �o $d..,r°•.., <a� <br /> MW-1/1-17-95 ND 150 5 16 07 16 <br /> MW-1/4-24-95 NA <50 14 <0 3 <0 3 <0 5 <br /> MW-2/1-17-95 ND 2,600 120 79 130 47 <br /> MW-2/4-24-95 NA 420 11 1 8 22 <0 5 <br /> MW-3/1-1795 ND 11,000 2,200 1,900 500 2,000 <br /> MW-3/4-24-95 NA 2,800 930 39 230 40 <br /> pg/L = parts per billion(ppb) <br /> NA = Not Analyzed <br />