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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 E wlon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-11 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 10-Jul-03 <br /> LOCATION 880 Victor Road Lodi DRILLING COMPLETED 16-Jul-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 01-Au -03 293gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 54 89 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 54 46 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 90 to 100 fbq <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 49 0 ft 10-Jul- Q <br /> REVIEWED BY J Neely,RG 6927 ___ DEPTH TO WATER(Static) 53 0 ft 21-Aug-03) 1 <br /> REMARKS <br /> E rn g <br /> CL O z a M 6: 0 a. LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a my N UQ <br /> ASPHALT 10 <br /> ML Sandy SILT JWL),dark yellowish brown(10YR 416), 15 <br /> moist 5%clay,70%silt 25%fine sand no Plasticity 25 <br /> ASPHALT <br /> Sandy SILT(ML),dark yellowish brown(10YR 416), <br /> moist,5%clay,70%silt,25%fine sand,no plasticity <br /> 00 e MW-11 5 ML @5'-skiff,75%silt,25%fine sand <br /> a _6 <br /> 70 <br /> 49 00 16 M 911 Silty SAND(SM),light olive brown(2 5Y 514) medium <br /> 10 dense,moist,20%silt,80%fine sand <br /> SM <br /> a <br /> 00 1s M 4 ' @14'-dark brown(10YR 313) <br /> 15— <br /> .170 <br /> s <br /> 00 e M 9, SAND(SP1,light olive brown(2 5Y 514),medium <br /> 20 dense,moist,100%fine sand <br /> SP <br /> F <br /> 00 1s M 24 1 @24'-dense <br /> 1-25— <br /> n <br /> a <br /> 270 <br /> 00 1s M 9�1 Sandy SILT(Mg,dark grayish brown(2 5Y 412),hard, <br /> 30 moist,5%clay,80%silt, 15%fine sand,no plasticity <br /> ML <br /> a <br /> a <br /> t� <br /> a 00 MW-11 5 <br /> ,o - @34'-olive gray(5Y 512),very stiff,5%clay,65%silt, <br /> 35 <br /> Continued Next Page FACE 1 OF <br />