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W <br />• <br />Gettler--Ryan, Inc. <br />Log of Boring MW -2 <br />PROJECT <br />Former Chevron SS 09-5775 <br />LOCATION. 301 West Kettleman Lane, Lodi, CA <br />U.W <br />z <br />J <br />E <br />_ <br />a <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />x <br />CL " <br />J <br />a <br />N <br />c <br />a <br />a <br />x <br />a <br />-' <br />o:rm <br />ran <br />m <br />a <br />ran <br />txa <br />ren <br />SP <br />— <br />MW2-48 <br />0CL <br />— <br />CLAY (CL) - light brownish gray (2 5Y 8/2), damp, <br />—_ <br />low plasticity, 80% clay, 20% silt <br />_ <br />SW <br />SAND (SW) - light yellowish brown (2 SY 8/4), damp, <br />100% fine to coarse sand <br />= <br />MW2-49 <br />0 <br />— <br />50 <br />= <br />MW2-52 <br />0 <br />— <br />U <br />C — <br />N <br />d <br />55 <br />MW2-55 <br />0 <br />Coarser traction Increases at 55 feet bgs <br />4 = <br />`a <br />N <br />MW2-59 <br />0 <br />Trace fine gravel at 59 feet bgs <br />60 <br />= <br />MW2-62 <br />0 <br />CL/SC <br />SANDY CLAY (CL) - strong brown (7 5 YR 4/8), <br />— <br />SC <br />saturated low piastic�ty , 50% clay, 50% fine to <br />— <br />coarse sand <br />CLAYEY SAND (SC) - strong brown (7 5YR 4/8). <br />SW <br />_ <br />70% fine to coarse sand, 30% clay <br />65 <br />Mw2-84 5 <br />0 <br />—A <br />SAND (SW) - strong brown V 5YR 418), saturated. <br />95-100% fine to coarse sand, 0-5% clay <br />Bottom of boring at 85 feet <br />(* - Not applicable, samples collected continuously <br />using split barrel sampler) <br />JOB NUMBER. 346408 04 <br />Page 3of3 <br />