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Cambria Environmentof Technology, Inc <br /> BORING/WELL270 Perkins Street LOG <br /> 't Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGMELL NAME VE-3 <br /> 0 JOB/SITE NAME Shell-branded(Independent)Service Station_ DRILLING STARTED 19-Dec-01 <br /> LOCATION 420 W Kettleman Lane,Lodi DRILLING COMPLETED 19-Dec-01 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed _ <br /> DRILLING METHOD _Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 10" SCREENED INTERVAL 35 to 45 R bgs <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY. J Neely,RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> � I <br /> E � � <br /> j a aO LITHOLOGIC DESCRIPTION i WELL DIAGRAM <br /> cc 0 <br /> Lu <br /> Q <br /> ASP—HALTASP—HALT 04 <br /> Sid/SAND(SM).brown(7 5YR 413),moist,30%silt, <br /> 70%fine sand <br /> 3'-dark yellowish brown(10YR 414) <br /> SM <br /> 0 VE-3-5 5 5 @ 5'-yellowish brown(10YR 5/4),20%silt,80%fine to <br /> medium sand <br /> 80 <br /> 0 VE-3- 10 ML Sandy SILT(ML),yellowish brown(1 OYR 514),moist, <br /> 105 65%silt,35%fine sand,low plasticity <br /> 130 <br /> 0 VE-3- 15 SP SAND(SP),yellowish brown(10YR 514),moist,5%sift, <br /> 155 95%fine sand Portland Type <br /> Illi <br /> 180 <br /> 264 VE-3-21 20 <br /> ML Sandy SILT(ML)„brown(10YR 413),moist,65%silt, <br /> 35%fine sand,low plasticity <br /> g <br /> 230 <br /> r SM <br /> 25 Silty SAND(SM),dark yellowish brown(10YR 414), 25 5 <br /> 0 VE-3-26 moist 159'°sift 659°fine sand <br /> LL Sandy SILT(ML).yellowish brown(i OYR 5/4),moist, <br /> 0 70%silt,30%fine sand,low plasticity <br /> Q <br /> a 0 VE-3-31 0 30'-60%sift,40%fine sand <br /> ML <br /> Bentonite Seat <br /> a <br /> $ Monterey <br /> LU 35 Sand f(2/12 <br /> 3 <br /> Continued Next Page PAGE i of 2 <br />