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L_J <br />• <br />�J <br />Gettler-Ryan, Inc. <br />Log of Boring MW -3 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />LL <br />LU <br />* <br />°0 <br />x <br />o <br />a) <br />E <br />OL <br />LL <br />Z <br />w <br />--, <br />w <br />0 <br />Q <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />2 <br />cn <br />-j <br />CL <br />—.1S <br />a <br />a <br />CJ <br />U v <br />O <br />m <br />�' <br />a <br />can <br />car) <br />con <br />17 <br />MW3-45 5 <br />CL -ML <br />SILTY CLAY (CL -ML) - light olive brown (2 5Y 5/4), <br />damp, low plasticity, 60% clay, 40% silt <br />— <br />0 <br />MW3-47 <br />— <br />ML <br />SANDY SILT (ML) - light olive brown (2 5Y 5/4), <br />damp, low plasticity 65% silt 30% fine sand, 5% <br />— <br />clay <br />- <br />color changes to yellowish brown (10YR 5/4) at 49 <br />— <br />feet bgs <br />= <br />50 <br />= <br />65 <br />MW3-51 <br />— <br />ZZ <br />SM/ML <br />SILTY SAND (SM/ML) -- pinkish gray (7 5YR 6/2), <br />damp, 50% fine sand, 50% silt <br />_ <br />U <br />C - <br />N — <br />O <br />CL/SC <br />SANDY CLAY WITH CLAYEY SAND LENSES (CL/SC) <br />25 <br />MW3-54 5 <br />o — <br />55 <br />VT - brown (10YR 5/3), moist, low plasticity, 40% clay, <br />4 <br />30% fine to medium sand, 30% silt <br />—m <br />ti <br />0 <br />N <br />31 <br />MW3-57 <br />— <br />54 <br />MW3-59 5 <br />—_ <br />60- <br />17 <br />MW3-62 <br />— <br />SC <br />CLAYEY SAND (SC) - yellowish brown (10YR 5/4), <br />— <br />saturated 50% fine to coarse sand, 30% clay, 20% <br />—_ <br />silt <br />0 <br />MW3-64 5 <br />a <br />0 — <br />65 <br />Bottom of boring at 65 feet <br />{�r = Not applicable, samples collected continuously <br />using split barrel sampler) <br />JOB NUMBER 34640804 <br />Page 3of3 <br />