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Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-8 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 28-Dec-04 <br /> LOCATION 1313 East Charter Way,Stockton,California DRILLING COMPLETED 28-Dec-04 <br /> PROJECT NUMBER 1511 WELL DEVELOPMENT DATE(YIELD) 05-Jan-05(13 5gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 17 80 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 17 31 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL- 36 to 53 tbg _ <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 47 0 ft(28-De2-04 <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 44 8 ft(11-Jan-05) 1 <br /> REMARKS <br /> a O 0 � wKK � j SOIL DESCRIPTION z= WELL DIAGRAM <br /> EL MU M W �y D C7 0W <br /> U 0 <br /> ASPHALT <br /> 02 <br /> Clayey SILT(ML),light yellowish brown(10YR 414), <br /> moist,30%clay,65%silt,5%fine to medium sand,low to <br /> medium plasticity <br /> 00 MW-8-6' S @ 5'-pale brown(10YR 613),30%clay,60%silt,10% <br /> fine to medium sand,low plasticaty <br /> 00 MW-8- 10 @ 10'-30%clay,65%silt,5%fine to medium sand <br /> 11' <br /> 00 MW-8- 15 @ 15'-medium to high plasticity <br /> 16' <br /> Portland Type <br /> III l <br /> 00 MW-8- —20- <br /> 21' <br /> C3 <br /> C3 M <br /> c� L <br /> J <br /> Q <br /> 0 <br /> 00 MW-8- 25 @ 25'-Clayey Sandy SILT(ML), pale brown(10YR <br /> 26' 613),20%clay,50%silt,30%fine to coarse sand,low <br /> plasticity <br /> F <br /> Z <br /> 00 MW-B- 30 <br /> 31' <br /> 0 <br /> a <br /> c7 <br /> D <br /> J <br /> J <br /> J <br /> � 35 <br /> Continued Next Page PAGE f OF 2 <br />