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1 <br /> J <br /> (PROJECTED) <br /> PROJECTEDPROJECTED CPT-100 <br /> WELL CONST. <br /> FOR MW-101 <br /> 1 B <br /> CPT-103 (PROJECTED) B, <br /> GROUND SURFACE <br /> CPT-104 CPT-105 CPT-106 <br /> 1 <br /> 11 <br /> 0 <br /> io io <br /> 20 ? 2�0 30 <br /> 30 <br /> a <br /> g 40 , 40 <br /> 50 900 50 <br /> T <br /> A 60 1000 2,000 <br /> 1,500 7 0 60 <br /> a 70 T :� ..e" '300/1.90 70 <br /> 80 s .980 � 2 _ y'. .400 <br /> EXPLANATION 0 80 <br /> 0 <br /> z, <br /> w CLAY, SILTY CLAY <br /> FINE-GRAINED (CLAYEY SILT, SANDY CLAY; 1000•— ISOCONCENTRATION CONTOUR UNE <br /> =:4 <br /> OVER CONSOLIDATED SEDIMENTS) <br /> o GROUNDWATER LEVEL EXTRAPOLATED FROM A-ZONE Disclaimer. <br /> MONITORING WELLS MW-71 AND MW-12 MEASURED <br /> �wZ y ON SEPTEMBER 17, 7996 Extrapolations of lithology between discrete <br /> SANDY SILT, SILT locations are interpretative, hence, the actual <br /> CPT-103 CONE PENETROMETER TESTING LOCATION subsurface geology between borings may be <br /> ma different than shown here. <br /> L SAND, SILTY SAND, GRAVELLY SAND <br /> � O <br /> MW-101 MONITORING WELL LOCATIONUNCOLN CENTER, STOCKTON, CALIFORNIA <br /> CPT FRICTION RATIO LOG FEZ SCOPING ACTIVITIES INTERNA REPORT <br /> PIPP GROUNDWATER SAMPLE DEPTH INTERVAL (SEE APPENDIX S FOR COMPLETE CPT LOGS) GEOLOCJC CROSS SECTION B-B <br /> 2600 80 PCE CONCENTRATION DETECTED IN GROUNDWATER ` TEST AND RATKTP!CONI'OlhiS <br /> IN MICROGRAMS PER LITER ( ug/1) HORIZONTAL SCALE <br /> 'pm'IMC011 F+Bt"6 <br /> Project No. 3966 <br />