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1 <br /> 474' <br /> 1 CPT-112 GROUND SURFACE <br /> (PROJECTED) CPT 106 CPT-107 CPT-102 CPT-101 CPT 11 CPT-116 CPT-117 <br /> A <br /> MW-3 CPT-111 T <br /> 0- MW-10 <br /> p <br /> 10 10 <br /> 20 <br /> p s <br /> i r 20 <br /> e <br /> 30- <br /> ?p30 <br /> -1i 9 <br /> l � <br /> 40 p <br /> fix 6s ` 40 <br /> 6 S t ' , <br /> 50 - 50 <br /> ? <br /> o _ 60 <br /> 7 r .2.300)1.900 T 14so.000 <br /> ` .:: 50 i! 9D xro . 70 <br /> -� <br /> -� 801.4 , p <br /> T .i 80 <br /> EXPLANATION <br /> wy <br /> a1 W CLAY, SILTY CLAY Uw 3 <br /> OW FINE—GRAINED (CLAYEY SILT, SANDY CLAY; <br /> rrOVER CONSOLIDATED SEDIMENTS) <br /> GROUNDWATER LEVEL EXTRAPOLATED FROM A—ZONE Disclaimer. — <br /> z MONITORING WELLS MW-3 AND MW-10 MEASURED Extrapolations of lithology between discrete <br /> � rP <br /> SANDY SILT, SILT ON SEPTEMBER 17, 1996 locations ore interpretative. hence, the actual <br /> z <br /> 5 �� CPT-112 CONE PENETROMETER TESTING LOCATION subsurface geology between borings may be <br /> w S different than shown here. <br /> c N SAND, SILTY SAND, GRAVELLY SAND <br /> LINCOLN CENTER, STOCKTON. CALIFORNIA <br /> d MW-3 MONITORING WELL LOCATION CPT FRICTION RATIO LOG <br /> 8 (SEE APPENDIX B FOR COMPLETE CPT LOGS) F EL D SCOPNG AG: ms NTEW REPORT <br /> PIPP GROUNDWATER SAMPLE DEPTH INTERVAL a so TEEr GEOLOGIC CROSS SECTION A-A' <br /> 260 PCE CONCENTRATION DETECTED IN GROUNDWATER <br /> $' IN MICROGRAMS PER LITER HORIZONTAL SCALE ierre4t'fd04Me Fi lte 2 <br /> Project No. 3966 <br />