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A A' <br /> SOUTHWEST NORTHEAST <br /> VD CPT 9 CPT 8 CPT 10 MW-8 CPT 13 CPT 7 <br /> E <br /> R <br /> T <br /> I <br /> C <br /> A <br /> D -- -- <br /> P 40 - --- -a <br /> T ?�± -- - <br /> H [40 051<0 51<101<1 01 <br /> 051<0 <br /> N [-0 051<0 5129!301 [a0 051<0 <br /> E <br /> T 80— <br /> B x[150123000<50001560] ___- - -[D 052!-05!38138] -- -- ----------- [<0051<051<10170] <br /> E <br /> L <br /> O <br /> W [<0 051<0 51110167] _ <br /> ---------------------- --------- -- <br /> S I<D 05!0 671<10/2 41 •—[1 2121 Ok�a145]' • ` , J ' <br /> 120 I <br /> R „ • � <br /> ? --------=------ --------------- -------- --------- - --, <br /> F - [<OQ51-051<10!<1] <br /> A -'^_ �• <br /> C [c0 051<0 51--101<1 <br /> E <br /> r <br /> G i }, t fs + [<0 051<0 5/<101<1] <br /> R TD-�F4S` t TD=145 <br /> A TD-150 [17!291-50137] TD=150 <br /> �------------------� <br /> 0160 <br /> TD=160 <br /> LEGEND <br /> V 0 <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES E <br /> SAMPLE LOCATION R <br /> TPHg CONCENTRATION IN mglL * FAILED WATER SAMPLE ATTEMPT T <br /> [<Q 051<0 5!<10!<l 01BENZENE!TBA!1 2 DCA CONCENTRATIONS IN <br /> 5 <br /> uglL IN GROUNDWATER C <br /> 0 50 FT <br /> GROUND WATER LEVEL A <br /> SILT&CLAY L <br /> SCREENEDINTERVAL E 40 FT <br /> TD=31 5 <br /> TOTAL DEPTH IN FEET BELOW SURFACE SAND GRAVELY SAND HORZ SCALE <br /> GRADE <br /> , 5 FORMER APACHE PLASTICS FACILITY FIGURE <br /> r/f 2050 FREMONT STREET <br /> ENVIRONMENTAL, INC STOCKTON, CALIFORNIA 7 <br /> GEOLOGIC CROSS SECTION A-A' <br /> TPHG/BENZENE/TBA! 1,2 DCA PROJECT NO <br /> CONCENTRATIONS IN GROUNDWATER 2005-2050-01 <br />