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Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone (707) 935-4850 <br /> Fox (707)935-6649 <br /> CLIENT NAM£ Equdon Ente nses LLC dba Shell Oil Products US BORING/WELL NAME MW-9 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 12-Jul-03 <br /> LOCATION 880 Victor Road Lodi DRILLING COMPLETED 12-Jul-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 01-Aug-03(14 gallons <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 53 90 ft above msl <br /> DRILLING METHOD_ Hollow-stem auger TOP OF CASING ELEVATION 53 53 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 48 to 63 fbq _ <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 54 0 ft 12-Jul-03 <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 519 ft 21-Aug-03) 1 <br /> REMARKS <br /> CL Lu Z O z a r a- m 0.0 LITHOLOGIC DESCRIPTION ? WELL DIAGRAM <br /> ap p p 0 M <br /> IL 0 p 0 �� <br /> ASPHALT 05 <br /> Silty SAND(SM).dark yellowish brown(10YR 316) <br /> moist,25%sift,75%fine sand <br /> SM <br /> 00 a MW-9-5' S @5'-medium dense, 15%silt,85%fine sand <br /> s <br /> 75 <br /> 3 <br /> 00 5 MW-9-9' SAND(SP),brown(10YR 513),loose,moist,5%silt, <br /> 10 95%fine sand <br /> 6 <br /> 00 l2 I►+i148- @14'-dark yellowish brown(10YR 416),medium dense, <br /> 15 fine to medium sand <br /> SP <br /> s <br /> 00 M19 g- @19'-light olive brown(2 5Y 5/4), 100%fine sand <br /> 20 <br /> Portland Type <br /> � Illi <br /> 0 0 zo MW-9- <br /> a 24' @24'-dense <br /> a 25 <br /> w <br /> 0 <br /> CL' 270 <br /> 00 tie M 99 ML Clayey SILT(ML),grayish brown(2 5Y 512),very stiff, <br /> 30 moist, 15%clay,80%silt,5%tine sand,no plasticity <br /> 320 <br /> 0 <br /> a <br /> V' 6 <br /> 0 <br /> 00 MW-9-15 34SAND(SP) ,grayish brown(2 5Y 512),medium dense, <br /> 35 SP <br /> Continued Next Page PA t o <br />