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C C Gettler-Ryan Inc. Log of Boring MW -1 PROJECT Former Chevron SS 09-5775 LOCATION* 301 West Kettleman Lane, Lodi, CA U- W M 0 z w U. I- U) W 2 ; GEOLOGIC DESCRIPTION WELL DIAGRAM d a o a C3 x U C2- U) m d V7 5 N SM SILTY SAND (SM) - brown (IOYR 5/4), damp, 85% CL -ML fine to medium sand, 15% silt =_ SILTY CLAY WITH SAND (CL -ML) - pale olive (5Y MW1-48 0 8/3) mottled dark yellowish brown (10YR 4/8), damp, - low plasticity; 45% clay, 40% silt, 15% fine sand — SP SAND (SP) - light gray (10YR 7/2), damp, 100% fine — to coarse sand — MWi-49 0 — 50 Color changes to very pale brown (10YR 7/4) _ coarser fraction increses at 50 feet bgs MW1-52 0 = —_ CL -ML SILTY CLAY (CL -ML) - olive (5Y 5/3), moist, low plasticity. 55% clay, 40% silt, 5% fine sand MW1-53 25 U c — N — 6 SW SAND (SW) - yellowish brown (10YR 5/8), saturated, 55 95% fine to coarse sand. 5% silt = CL -ML SILTY CLAY (CL -ML) - olive (5Y 5/3), saturated, MWi-55 04 _ c low plasticity; 55% clay, 40% silt, 5% fine sand o ML/SM _ SANDY SILT (ML/SM) - olive (5Y 5/3), saturated, N — low plasticity, 50% silt, 50% fine sand. — MW1-58 2.7 = 60 _ — SC CLAYEY SAND (SC) -light olive brown (2 5Y 5/4), MWI-61 5 4 saturated; 80% fine to coarse sand, 20% clay — _ SW SAND (SW) - light yellowish brown (2 BY 8/4), saturated 100% fine to coarse sand —_ m —_ MW1-84 5 0 65 Bottom of boring at 85 feet (w Not applicable, samples collected continuously using split barrel sampler) JOB NUMBER: 346408.04 Page 3 of 3