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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 Equilon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-10 <br /> JOBISFTE NAME Former Shell Service Station DRILLING STARTED 09-Jul-03 <br /> LOCATION 880 Victor Road Lodi DRILLING COMPLETED 09-Jul-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 01-Aug-03 14gallons) <br /> DRILLER Gregg Drilling _ GROUND SURFACE ELEVATION 54 26 ft above msl <br /> DRILLING METHOD^ Hallow-stem auger TOP OF CASING ELEVATION 53 54 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 45 to 60 ib <br /> LOGGED BY G Mammmi DEPTH TO WATER(First Encountered) 50 0 ft(09-Jul-03) S <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 7 ft 21-Aug-03) 1 <br /> REMARKS <br /> E U)CL <br /> O a a v Q-0 <br /> LITHOLOGIC DESCRIPTION z W WELL DIAGRAM <br /> d M0 Q Qv D �J UW <br /> fA O <br /> Silty SAND(SM),dark brown(10YR 413),moist,25% <br /> silt,75%fine sand <br /> SM <br /> 00 i MW-10 5 @5'-brown(10YR 513),medium dense <br /> 12 _g <br /> 2 <br /> 5 i <br /> 7 <br /> 00 10 90 <br /> 0 <br /> 57 <br /> SAND(SP ,dark yellowish brown(10YR 414),medium <br /> 00 ;a MWAG 10 dense,moist,5%,silt,95%fine to medium sand <br /> is -10' <br /> 00 � 1@1 V-dark yellowish brown(10YR 314),very dense,very <br /> 50 moist, medium sand <br /> 17 <br /> 20 <br /> 228 @13'-dense,moist,fine to medium sand <br /> 00 20 MW-10 <br /> 23 -15' 15- <br /> 7 SP @15'-dark yellowish brown(10YR 416) <br /> 122 @16'-light olive brown(2 5Y 514),medium dense, 100% <br /> t2 fine to medium sand <br /> it @17'-dense <br /> e <br /> 1T it <br /> 20 <br /> 00 12 MW-10 20 @20'-medium dense,fine sand Portland Type <br /> 1s -20` 1/11 <br /> 00 a 220 <br /> 12 Clayey SILT(ML),grayish brown(2 5Y 512),very stiff, <br /> a moist, 15%clay,80%silt,5%fine sand,low plasticity <br /> ;;@23'-Sandy SILT(ML),5%clay,75%silt,20%fine <br /> sand,no plasticity <br /> a <br /> 00 e MW-10 25 <br /> LU 10 -25' <br /> a <br /> a 12 <br /> � 15 <br /> 10 ML <br /> Is @28'-5%clay,80%silt,15%fine sand <br /> � s <br /> 10 <br /> 0 0 10 MW-10 30 <br /> 000 15 -30' <br /> a <br /> C <br /> t2 @32'-olive gray(5Y 512) <br /> CL 330 <br /> c� <br /> 00 1x SAND(SP),olive(5Y 513),medium dense,moist,5% <br /> 0 77 silt,95%fine sand <br /> 12 <br /> 35 <br /> Continued Next Page PAuLr T OF 2 <br />