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Cambria Environmental Technology, Inc BORING/VVELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4$50 <br /> Fax (707) 935-5649 <br /> CLIENT NAME E wva Services LLC BORINGIWELL NAME SB-9 <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 GreggDrilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surve ed <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 /> CD <br /> d v, <br /> C v� z uo U <br /> 0 m o a_ X W ( O LITHOLOGIC DESCRIPTION 1¢—z WELL DIAGRAM <br /> a U �¢ w �" D Oa <br /> 0 L <br /> D <br /> ASPHALT _,,-05 <br /> Sandy SILT (ML) dark yellowish brown(10YR 414), <br /> moist, 5%clay, 75%silt,20%fine sand no plasticity <br /> 00 SB-9-55' 5 <br /> NEL <br /> 00 SB-9- 10' 10- <br /> 125 <br /> 00 SB-9-15' 15 SM Silty SAND,(SM) dark yellowish brown(10YR 4/4) <br /> moist 15%silt 85%medium sand <br /> 175 <br /> 00 SB-9-20' 20 Sandy SILT,(ML) dark brown(7 5YR 314) moist 5% Portland Type <br /> clay, 80%silt, 15%fine sand no plasticity PP <br /> ML <br /> 0 <br /> "i <br /> N <br /> 0 <br /> 00 SB-9-25' 25 @25'-dark yellowish brown (10YR 316) <br /> c� <br /> 275 <br /> w <br /> n <br /> 013 SB-9- 30 SP SAND, (SP),olive brown(2 5Y 414) moist,5%silt, 95% <br /> 30 5' fine sand <br /> ti 32 5 <br /> U <br /> W <br /> 0 <br /> IL <br /> a 35 SM <br /> 00 SB-9-35' Silty SAND (SM) grayish brown(2 5Y 512) moist 25% <br /> z silt 75%medium sand <br /> c� <br /> 375 <br /> SP <br /> 00 SB-9- 40 SAND (SP) grayish brown (10YR 512) moist 5%silt <br /> 40 5' 95%fine to medium sand 41 5 <br /> CL <br /> Bottom of <br /> 0 Boring @ 41 5 <br /> o ft <br /> W <br /> 3 <br /> PAGE 7 OF ! <br />