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Cambria Environmental Technology, Inc B4R[NGIVIIELL 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-6 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 27-Dec-04 <br /> LOCATION 1313 East Charter Way,Stockton`California DRILLING COMPLETED 27-Dec-04 <br /> PROJECT NUMBER 1511 WELL DEVELOPMENT DATE(YIELD) 05-Jan-05(11 5 gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 17 85 ft above msl <br /> DRILLING METHOD _ Hollow-stem auger TOP OF CASING ELEVATION 17 33 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 38 to 53 fbg <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 47 0 ft 27-Deo-04 <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 43 7 ft 01-Jan-05) 1 <br /> REMARKS <br /> CA H V F- <br /> F- 11i z <br /> H^ 0 =C7 <br /> a m O w a. <br /> O SOIL DESCRIPTION Z s WELL DIAGRAM <br /> a U < x �� M VW <br /> l�I Q <br /> ASPHALT 03 <br /> Silty SAND(SM),very dark grayish brown(10YR 312) <br /> moist,5%clay,35%silt,55%fine to coarse sand,5%fine <br /> SM to coarse gravel <br /> 40 <br /> Clayey SILT(ML) very dark grayish brown(10YR 312), <br /> 00 MW-6-6' 5 moist,25%clay,70%silt,5%fine to coarse sand,low to <br /> medium plasticity <br /> 00 MW-6- 10 @ 10'-dark yellowish brown(1OYR 414),30%clay,65% <br /> 11' silt,5%fine to coarse sand <br /> 00 MW-6- —15- <br /> 16' <br /> Portland Type <br /> � Ill <br /> a <br /> J <br /> LU 00 MW-6- 20 <br /> ❑ 21 <br /> CL <br /> z <br /> z <br /> 00 MW-6- 25 ML <br /> Uj <br /> 26' <br /> W <br /> z <br /> 8 00 MW-6- 30 @ 30'-medium plasticity <br /> 31' <br /> a <br /> t7 <br /> S <br /> J <br /> Bentonite Seal <br /> J <br /> ' 35 <br /> Continued Next Page --PAGE— <br /> I OF 2 <br />