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Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME _ Eguiva Services LLC BORINGNVELL NAME MW-1 <br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 02-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 02-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) 01-Dec-99(69 gal) <br /> DRILLER Gregg Drilling _ GROUND SURFACE ELEVATION 54 87 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 54 55 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 43 to 58 ft bgs <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 49 0 ft(02-Nov-99) SZ <br /> REVIEWED BY J Neely, RG 6927 _ DEPTH TO WATER(Static) 47 9 ft(07-Dec-99) 1 <br /> REMARKS <br /> A U ai <br /> CL �H W z ur U 2� U <br /> m O x ul O LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM <br /> 0 FW <br /> a <br /> ASPHALT _,-03 <br /> SILT,(ML),dark brown(7 5YR 313),damp,5%clay <br /> 65%silt, 30%fine sand no plasticity <br /> 0 i 5 @ 5'-medium stiff <br /> 4 <br /> ML <br /> 0 2g MW-1- 10 @ 10'- hard <br /> 40 10 5' <br /> 155 <br /> 125 12 M 155, SAND (SP), light yellowish brown (2 5Y 613), medium <br /> dense damp 5%silt 95%fine to medium sand <br /> S <br /> ~ Portland Type <br /> 18 3 i9 M20 W- 51- 20 SP fill YP <br /> � ' <br /> LL 4"dram , <br /> W Schedule 40 <br /> PVC <br /> 138 e MW-1- 25 <br /> W " 25 5' <br /> 0 265 <br /> W <br /> CLz <br /> i <br /> 264 7 MW-1- 30 SILT (ML) olive gray(5Y 512) stiff damp,20%clay, <br /> 9 30 5' ML 70%silt 10%fine sand, medium plasticity <br /> 6 <br /> a <br /> 0 <br /> O <br /> J <br /> J <br /> 35 <br /> Continued Next Page aAcs i of z <br />