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Settler—Ryan. Inc. Log of Boring SP-6A <br /> • PROJECT Former Unocal Service Station No 0187 LOCATION 437 East Miner Avenue, Stockton, CA <br /> w <br /> rn <br /> w M < GEOLOGIC DESCRIPTION TELL DIAGRAM <br /> CL = w <br /> N ii a a <br /> ~ C) x Q „ <br /> W 01. O a C ac o <br /> o- a m cn cn cD i <br /> 42 40 ML Becomes 100% silt <br /> 80 1231 49 Becomes damp <br /> SM SILTY SAND (SM) - dark greenish gray (5GY 4/1), <br /> wet to saturated, dense, 60% sand, 40% silt_ _ 4 e <br /> _ _ _ _ _ o <br /> ML SILT (ML) - dark greenish gray (5GY A/1), moist, CU <br /> hard, non-plastic, 100% silt b <br /> fi <br /> U <br /> h <br /> 90 189 84 C <br /> 5M SILTY SAND (SM) - dark greenish gray (5GY 4/0, <br /> wet to saturated, very dense, 60% sand, 40% silt <br /> 100 1552 84 <br /> ML SILT (ML) - dark greenish gray (5GY 4/1), damp to 0 4 <br /> moist,hard, 100% siltcu <br /> a <br /> _ � A <br /> SM SILTY SAND (SM) - dark greenish gray (5GY 4/1), a <br /> saturated, very dense, 80% sand, 20% silt <br /> 110 169 49 a <br /> Bottom of boring at 111 feet bgs o <br /> (* = Converted to equivalent standard penetration <br /> blows/toot} v <br /> a <br /> N <br /> N <br /> 120 <br /> 130- <br /> 140 <br /> 1450 - <br /> JOB NUMBER 24004211 page 2 of 2 <br />