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A A' <br /> SOUTHWEST NORTHEAST <br /> A O <br /> P MW-8 88 8C MW-3 VW-5 VW-9 VW-10 MW-1 1B IC 0 <br /> P <br /> R FORMER NDE GROUND <br /> 0 <br /> STO GE NK ' <br /> x <br /> V <br /> E 8/00, <br /> R [<10/<0005] [472/00121] MW <br /> —1/ <br /> 30 TD=26 Tp-26 TD=26 30 <br /> A <br /> D <br /> 0674 137 L�..s.,'�.n, „7�r�7G`yi G '7�r..����4r)i's.7^� 324/0 7198/92 <br /> /L? <br /> 60— TD=:56 l '' '' '' '' '' 60 <br /> N '7— �<' , [< <br /> E 1 39 0 0139 ��13 1.10 � <br /> E [ / ] r � ? <br /> T MW-1B <br /> B 77 <br /> O [9 3x10 I ? <br /> S <br /> R <br /> F MW—BC MW-1C <br /> AC rl <,o/<05] <br /> <I /<oaa5] J�77/ / 12012 <br /> TD=120 <br /> E TD=126 <br /> G <br /> R <br /> A <br /> D ® SILT CLAYEY SILT SILTY CLAY = <br /> SAND GRAVELY SAND <br /> E <br /> LEGEND '�., SILTY SAND SANDY SILT FILL <br /> 0 <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES E FIGURE 3 <br /> HISTORIC AND CURRENT GROUND WATER tEVELS R GEOLOGIC CROSS SECTION A—A' <br /> SOIL SAMPLE LOCATION s FORMER ARCO SERVICE STATION 2168 <br /> TPH AS GASOLINE & BENZENE CONCENTRATIONS C <br /> [<10/<0005] IN MILLIGRAMS PER KILOGRAM (mg/Kg) � 441 WEST CHARTER WAY <br /> 11 3x10 '[ PERMEABILITY VALUE (cm/sec) <br /> E 30 FT STOCKTON, CAALIFORNIA <br /> 0 20 FT PROJECT NO DRAWN BY <br /> SCREENED INTERVALDOOO-329 M L 10/29/00 <br /> FILE NO PREPARED BY Delta <br /> TD=31 5 TOTAL DEPTH IN FEET BELOW GROUND SURFACE 00003290 <br /> HORZ SCALEREVISION NO REVIEWED BY Consultants, Inc <br /> NOTE WELL CLUSTERS CONSIST OF THREE SEPERATE 2 DIAMETER WELLS 2 <br /> A <br />