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r� • LJ Gettler—Ryan, Inc. Log of Boring MW -9 PROJECT Former Chevron Station No 3-5775 LOCATION 301 P/ Kettleman Lane, Lodi, CA * LTW m (7 e LL z `" a GEOLOGIC DESCRIPTION WELL DIAGRAM a a a o 0 >100 MW -9-35 5 SP Color changes to yellowish brown (10YR 6/6), 90% fine I sand, 10% silt v SM SILTY SAND (SM) - dark yellowish brown (IOYR 3/4), moist, very dense, 70% fine to medium sand, 30% silt, o few fine micas v a, o 40 0 >100 MW -9-40 � SP SAND (SP) - yellowish brown (IOYR 5/6), moist, very t dense, 100% sand, trace of silt and coarse sand t grains, few fine micas o -0 N 45 CL CLAY (CL) - light brownish gray (2 SY 6/2), damp, 0 48 MW -9-46 _ ML hard, 100% clay, trace of sand and silt, abundant iron _ oxide staining, abundant iron oxide nodules, slightly indurated _ — SANDY SILT (ML) - light olive brown (2 5Y 5/3), moist, 80% silt, 40% fine sand, trace of clay, abundant iron = oxide staining, abundant fine micas 50 = _ _ o = X0 N - C ti t U � = N 4 � C 55 a v � — 9 �4 V1 _ 41 — SP SAND (SP) -dark yellowish brown(1OYR 3/6), ' saturated, dense 100% fine to medium sand, trace of — ` silt, trace of micas - N 60 0 31 MW -9-61 — ML SANDY SILT WITH CLAY (ML) - dark yeltowish brown — (IOYR 3/6), moist, 50% silt, 30% sand, 20% clay SM SAND WITH SILT (SM) - dark yellowish brown (10YR — y 4/4), saturated, very dense, 80% fine to medium sand, — m 20% silt, trace of fine micas = — m — 65 0 >too MW -9-65 Bottom of boring at 65 5 feet bgs 4 N = Converted to equivalent standard penetration blows/foot ) 70- 7H 1 1 1 1 1 1— JOB NUMBER 346408 06 Page 2of2