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t • Gettler-Ryan. Inc. Log of Boring MW -r PROJECT Former Chevron Station No 9-5775 LOCATION 301 W Kettleman Lane, Lodi, CA GR PROJECT NO 346408 06 CASING ELEVATION DATE STARTED 02/16/00 WL (ft bgs) 5355 DATE 02/16/00 TIME 1600 DATE FINISHED 02/16/00 WL (ft bgs) DATE TIME DRILLING METHOD 8 in Hollow Stem Auger TOTAL DEPTH 665 feet DRILLING COMPANY V & W Drilling GEOLOGIST David Herzog * w o N WELL DIAGRAM ILL w w L GEOLOGIC DESCRIPTION pM= n cn a a a w CU a a ¢ o C3 a m un in cD us - B inches thick SM D (SM) - yellowish brown (IOYR 5/4), most, �80%sand. 40% silt 0 >10O MW -7-5 ML SILT (ML) - tight olive brown (2 5Y 5/3), damp very dense, 90% silt, 10% fine sand, calcium carbonate in rootlet channels 10 0 44 MW -7-10 5 Dense. iron oxide staining in descrete layers SILTY SAND (SM) - light olive brown (2 5Y 5/3), moist. SM 60% sand, 40% silt, few iron oxide stained sand lenses 15 c� 4 0 48 MW --7-16 SP SAND (SP) - light yellowish brown (2 SY 6/4), moist, dense, 90% sand, 10% silt Cb_ _ _ _ _ _ SILTY SAND (SM) - dark yellowish brown (10YR 4/4), SM moist, very dense, 60% sand, 40% silt, trace of fine N a - iron oxide nodules trace of fine micas x C _ c ro 20 0 >100 MW -7-20 5 43 <v SANDY SILT (ML) - dark yellowish brown (iOYR 4/4), ML moist, very dense, 70% silt, 30% sand, few iron oxide - nodules (<3 mm), few iron oxide stained rootlet channels, trace of fine micas 25 0 >100 MW -7-25 5 30 SP SAND (SP) - light yellowish brown (2 5Y 6/4), moist, 0 30 MW -7-31 dense, 90% sand, 10% silt 35 - JOB NUMBER 346406 06 Page 1 of