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Cambria Environmental Technology, Inc BORINGIVVELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Egullon EnteMnses_LLC dba Shell Oil Products US BORINGIWELL 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 09555 WELL DEVELOPMENT DATE(YIELD) 01-Aug-03(14gallons) <br /> DRILLER _ Gregg Drilling GROUND SURFACE ELEVATION 53 90 ft above msl <br /> DRILLING METHOD— Hollow-stem auger TOP OF CASING ELEVATION 53 53 it above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL _ 48 to 63 fbg <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 54 0 ft(12-Jul-03) Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 9 ft(21-Aug-031- 1 <br /> REMARKS <br /> Cq F- <br /> F-'' U' <br /> U <br /> m O X-X W U d LIT}10LOGIC DESCRkPTION z? WELL DIAGRAM <br /> ASPHALT 05 <br /> S€MLSAND_(SM),dark yellowish brown(10YR 316), <br /> moist,25%sift,75%fine sand <br /> SM <br /> DO e MW-9-5' S @5'-medium dense, 15%silt,85%fine sand <br /> 9 <br /> 75 <br /> 0 0 i MW-9-9' <br /> s SAND(SP) ,brown(10YR 513),loose, moist,5%silt, <br /> 10 95°k fine sand <br /> e <br /> 00 12 M149- @14'-dark yellowish brown(10YR 416),medium dense, <br /> 15 fine to medium sand <br /> i <br /> SP <br /> s <br /> 00 ++ MW-9- @19'-light olive brown(2 5Y 514), 100%fine sand <br /> 20 <br /> "s3 <br /> Portland Type <br /> ill t <br /> 00 ie MW-9- <br /> zo 24' @24'-dense <br /> a 25 <br /> LL <br /> 0 <br /> 270 <br /> 9 <br /> 00 Is M249 ML Clayey SILT(ML),grayish brown(2 5Y 512),very strff, <br /> 30moist, 115%Gay,80%silt,5%fine sand,no plasticity <br /> 0 <br /> 320 <br /> a <br /> c7 <br /> 00 tU MW-9- <br /> +5 34' SIDSAND(SP],grayish brown(2 5Y 512),medium dense, <br /> 35 <br /> onanued Next Page Ac r <br />