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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Eguilon Enterprises LLC dba Shell Oil Products US BORING/WELL NAME S-3-84 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 11-Dec-02 <br /> LOCATION __ 2494 East Fremont Street,Stockton,CA _ DRILLING COMPLETED 11-Dec-02 <br /> PROJECT NUMBER 0797 WELL DEVELOPMENT DATE(YIELD) 31-Dec-02(44) _ <br /> DRILLER Grego Drilling GROUND SURFACE ELEVATION 22 29 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 21 91 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 74 to 84_fbg <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 55 0 ft(11-Dec.02) <br /> REVIEWED BY J Neely,RG 6927_ _ _ _ DEPTH TO WATER(Static) _54 8-ft(06-Jan-03) 1 <br /> REMARKS <br /> U a <br /> CL z J w <br /> o O a M L Q O LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a mU w D C�7 OUW <br /> ASPH LT --.---04 <br /> ML Sandy Gravelly SILT(MLI,yellowish brown(1 OYR 516), <br /> moist,50%silt,35%fine to coarse sand, 15%fine gravel 120 <br /> SP SAND(SPI yellowish brown(1 OYR 5/6),moist 5%silt, 30 <br /> 951/.fine sand <br /> QIayey S1 LT(MLI,black(1 OYR 211),moist, 15%clay, <br /> 85%silt,low plasticity <br /> 0 5 0 5'-Sandy SILT(MLI,yellowish brown(1 OYR 516), <br /> moist,5%clay,80%silt, 15%fine sand <br /> . 0 10 <br /> ML <br /> 0 15 ® 15'-SILT(MIL),yellowish brown(1OYR 516),moist, <br /> 5%clay,90%silt,5%fine sand <br /> a <br /> 0 <br /> 0 <br /> J <br /> 4 <br /> W <br /> IL 0 20— @ 20'-Clayey SILT(ML),yellowish brown(10YR 516), <br /> moist,15%clay,85%silt,low plasticity <br /> 230 <br /> i <br /> U <br /> ,Wrs <br /> 0 25 SAND(SP),yellowish brown(11 OYR 516),moist,5%silt, <br /> oSP 95%fine sand <br /> z <br /> N <br /> 11 <br /> T <br /> 285 <br /> o 0 30 Clayey SILT(ML),olive brown(2 5Y 4/3),moist, 15% <br /> clay,80%silt,5%fine sand,low plasticity <br /> ML <br /> 0 <br /> a <br /> 35 <br /> Continued Next Page PAGE I OF 3 <br />