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Gettler--Ryan, Inc. <br />Log of Boring MW-2 <br />PROJECT Former Chevron SS 08-5775 <br />LOCATION 301 West Kettleman Lane, Lodr, CA <br />asW <br />M <br />* <br />_ <br />1.- <br />z <br />o <br />-i <br />U) <br />us <br />w <br />F. <br />a <br />W <br />-i <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />S <br />,, <br />al <br />a <br />N <br />31; <br />o <br />..i <br />a <br />= <br />a_ <br />U <br />-j <br />0� <br />U) <br />m <br />a <br />N <br />Gal <br />N <br />ML <br />MW2-22 <br />0 <br />Color changes to yellowish brown (IOYR 5/e) at 23 <br />feet bgs <br />MW2-24 5 <br />0 <br />26 <br />Color changes to light olive brown (2 5Y 5/4), 40% <br />silt, 30% fine sand, 30% clay at 27 feet bgs <br />MW2-29 <br />0 <br />SM <br />SILTY SAND (SM) - light olive brown (2 5Y 5/e), <br />40% <br />damp, 60% fine sand, silt <br />31 <br />m <br />ML <br />u <br />SILT (ML) - fight yellowish brown (2 5Y 6/4), damp, <br />low plasticity, 90% silt, 5% fine sand, 5% clay <br />G <br />WW2-32 <br />0 <br />4 m <br />ML <br />SANDY SILT (ML) - Fight olive brown (2 5Y 516), <br />damp, low plasticity: e5% silt, 30% fine sand, 5% <br />a <br />clay <br />w <br />MW2-34 <br />0 <br />SAND (SP) - Fight brownish gray (IOYR a/2), damp, <br />SP <br />36 <br />95% fine sand 5% clay <br />MW2-38 <br />0 <br />ML <br />SANDY SILT (ML) - dark yellowish brown (IOYR <br />5/3), moist, low plasticity, 70% silt, 30% fine sand. <br />SP <br />SAND (SP) - light yellowish brown (IOYR e/4), damp, <br />95% fine sand, 5% 30t <br />41 <br />MW2-41 <br />0 <br />- <br />- o <br />- <br />- a <br />Becomes fine to medum grained at 43 feet bgs. <br />w <br />b <br />C <br />v, <br />1 <br />JOB NUMBER: 346408 04 Page 2 of 3 <br />