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Log of Boring MW -2 <br />LOCATION: 301 West Kettleman Lane, Lad, CA. <br />GEOLOGIC DESCRIPTION <br />CLAY ICL) - light brownish gray (2.5Y 6/2), damp, <br />low plasticity; 80% clay, 20% silt. <br />SAND (SW) - light yellowish brown (2.5Y 6/4), damp; <br />100% fine to coarse sand <br />Coarser fraction increases at 55 feet bgs. <br />Trace fine gravel at 59 feet bgs. <br />SANDY CLAY (CL) - strong brown (7.5 YR 418). <br />saturated, low plasticity, 50% clay, 50% fine to <br />coarse sand. <br />CLAYEY SAND (SC) - strong brown (7.SYR 4/8): <br />70% fine to coarse sand, 30% clay. <br />SAND (SW) - strong brown (7.5YR 4/0, saturated; <br />95-100% fine to coarse sand, 0-5% clay. <br />Bottom of boring at 65 feet. <br />N - Not applicable, samples corrected Continuously <br />using split barrel sampler) <br />C14 <br />WELL DIAGRAM <br />Page 3 of 3 <br />Gettler-Ryan, Inc. <br />PROJECT: Former Chevron SS #9-5775 <br />�. <br />Ww <br />1-:o <br />rn <br />Z <br />Z <br />N <br />a <br />U <br />a y <br />d <br />O <br />d <br />p <br />d <br />' <br />o <br />(n <br />m <br />a im <br />taa <br />Cn <br />SP <br />E <br />i <br />MW2-46 <br />0 <br />CL <br />SW <br />MW2-49 <br />0 <br />5a <br />MW2-52 <br />0 <br />55 <br />MW2-55 <br />0 <br />i <br />I <br />MW2-59 <br />0 <br />�- <br />60 <br />If <br />4 <br />MW2-62 <br />0 <br />CL/SC <br />_ <br />SC <br />Sw <br />F, <br />MW2-64.5 <br />0 <br />65 <br />�i <br />{ <br />.......... <br />JOB NUMBER: <br />346408.04 <br />Log of Boring MW -2 <br />LOCATION: 301 West Kettleman Lane, Lad, CA. <br />GEOLOGIC DESCRIPTION <br />CLAY ICL) - light brownish gray (2.5Y 6/2), damp, <br />low plasticity; 80% clay, 20% silt. <br />SAND (SW) - light yellowish brown (2.5Y 6/4), damp; <br />100% fine to coarse sand <br />Coarser fraction increases at 55 feet bgs. <br />Trace fine gravel at 59 feet bgs. <br />SANDY CLAY (CL) - strong brown (7.5 YR 418). <br />saturated, low plasticity, 50% clay, 50% fine to <br />coarse sand. <br />CLAYEY SAND (SC) - strong brown (7.SYR 4/8): <br />70% fine to coarse sand, 30% clay. <br />SAND (SW) - strong brown (7.5YR 4/0, saturated; <br />95-100% fine to coarse sand, 0-5% clay. <br />Bottom of boring at 65 feet. <br />N - Not applicable, samples corrected Continuously <br />using split barrel sampler) <br />C14 <br />WELL DIAGRAM <br />Page 3 of 3 <br />