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Environmental Technology, Inc <br /> 270 PerkinsBORING/WELL LOG <br /> 270 PerStreet <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> •CLIENT NAME _ Equiva Services LLC BORINGIWELL NAME SB-8 <br /> JOBISITE NAME Shell-branded(Independent)Service Station DRILLING STARTED 12-Apr-01 _ <br /> LOCATION 420 W Kettleman Lane Lodi DRILLING COMPLETED 12-Apr-01 _ <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed _ <br /> DRILLING METHOD Hollow-stem au er TOP OF CASING ELEVATION Nat Surveyed <br /> BORING DIAMETER 6" SCREENED INTERVAL NA <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> ❑ N <br /> Q IFN w z z v� <br /> a O ¢ w X Lu� LiTHOLOGIC ESCRIPTION z= WELL DIAGRAM <br /> ❑ 0 Oa <br /> Uw <br /> O <br /> ° CONCRETE 05 <br /> Sandy SILT (ML), at grayish brown(2 5Y 412) moist <br /> 5%clay 80%silt, 15%fine sand no plasticity <br /> 00 SB-8-5 5' 5 @5'-dark yellowish brown(10YR 416) 5%clay, 70%silt, <br /> 25%fine sand <br /> ML <br /> 00 S B-8- 10' —10- <br /> 00 <br /> 000 SB-8- 15' 15 @15'-SILT (ML) dark grayish brown(2 5Y 412), 5% 15 5 <br /> SP Cala 90%silt 5%fine sand low lasticit <br /> SAND (SP) grayish brown(2 5Y 512) moist 5%silt, 175 <br /> 95%fine sand <br /> 00 SB-8-20' 20 Clayey SILT (ML) dark brown (7 5YR 314) moist, 15% <br /> clay 80%silt 5%fine sand medium plasticity Portland Type <br /> ML ILII <br /> 25- <br /> 00 S8-8-25' @25'-Sandy SILT (ML) 5%clay, 70%silt,25%fine <br /> sand, no plasticity <br /> c <br /> 275 <br /> LU <br /> a <br /> 00 SB-8 30 30 SM Silty SAND, (SM),dark yellowish brown(10YR 416) <br /> M moist 15%silt,85%medium sand <br /> 32 5 <br /> U <br /> LU <br /> O <br /> a 35 ML <br /> 00 SB-B- Sandy SILT (ML) dark grayish brown (2 5Y 412) moist, <br /> z 35 5' 5%clay 70%silt 25%fine sand no plasticity <br /> 375 <br /> SP <br /> 00 SB-8-41' 40 SAND, (SP),grayish brown(2 5Y 512), moist 5%silt <br /> 95%fine to m sand 41 5 <br /> 0. mediv <br /> a Bottom of <br /> o Boring @ 41 5 <br /> ft <br /> w <br /> 3 <br /> PAGE 1 OF7t <br />