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1 <br /> 474' <br /> CPT-112 GROUND SURFACE CPT 106 CPT-107 CPT-102 CPT-101 CPT 115 CP7-116 CPT-117 <br /> (PROJECTED)(PROJECTED) T <br /> MW-3 CPT-111 <br /> p ' MW r10 <br /> 1 10 4Y _ <br /> 10 <br /> 7 7M <br /> �t <br /> 2p <br /> 20 <br /> V <br /> 2 30 � _ � - 30 <br /> ' . <br /> m <br /> 40 4 - ���.� "�� � 40 <br /> a 5p <br /> 50 <br /> 7 g 6p 1 00 � . 9 60 <br /> 4.4 <br /> 70 <br /> N r x `1.000 70 <br /> 4 <br /> i 80 <br /> ., 2.4 <br /> .. a _ _•.... . O <br /> EXPLANATION <br /> I W <br /> a � CLAY, SILTY CLAY <br /> ww FINE-GRAINED (CLAYEY SILT, SANDY CLAY, —1000— ISOCONCENTRATION CONTOUR UNE ( ugle) <br /> r^ OVER CONSOLIDATED SEDIMENTS) _ <br /> 0 <br /> GROUNDWATER LEVEL EXTRAPOLATED FROM A-ZONE Disclaimer. <br /> w <br /> MONITORING WELLS MW-3 AND MW-10 MEASURED Extrapolations of lithology between discrete <br /> ON SEPTEMBER 17, 1996 locations are interpretative, hence, the actual <br /> SANDY SILT, SILT <br /> 9 0 CPT-112 CONE PENETROMETER TESTING LOCATION subsurface geology between borings may be <br /> different than shown here. <br /> 1. wo <br /> <NEEO SAND, SILTY SAND, GRAVELLY SAND <br /> O LINCOLN CENTER. STOCKTON. CALIFORNIA <br /> ti c) MW-3 MONITORING WELL LOCATION CPT FRICTION RATIO LOG PBA SCOPNG ACTMMS NTB:*A REPM <br /> S S PIPP GROUNDWATER SAMPLE DEPTH INTERVAL (SEE APPENDIX B FOR COMPLETE CPT LOGS) GEOLOGIC CROSS SECTCN A-A' <br /> 11 o ea FM AND ISOCONCENTAAMN CONTOURS <br /> 260 PCE CONCENTRATION DETECTED IN GROUNDWATER �y����� <br /> IN MICROGRAMS PER LITER ()ug/1) HORIZONTAL SCALE I.BYF19L"5 <br /> J Project No. 3966 <br /> I <br />