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• <br />• <br />Settler -Ryan, Inc. <br />Log of Boring MW -5 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 K Kettleman Lane, Lodi, CA <br />w <br />* m <br />F <br />O rn <br />e � z <br />v a GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />2 •-• <br />a to J _j <br />Z U <br />Q <br />d <br />wf <br />C3 <br />O p <br />_j a a <br />a m v1 to <br />,J., <br />cc 0 <br />co in <br />SW SANE] (SW) - very pale brown (10YR 7/3), damp 100% <br />fine to coarse sand <br />0 27 MW5-31 <br />32 <br />ML SILT (ML) - light yellowish brown (2 5Y 7/3), damp, <br />hard, low plasticity, 95% silt, 5% clay <br />36 <br />0 >100 MWS -35 <br />40 <br />0 >to0 MW5-405 <br />SM SILTY SAND (SM) - light yellowish brown (10YR 8/4). <br />damp 80% fine sand, 35% silt, 5% clay <br />CL <br />CL -ML SILTY CLAY (CL -ML) - light brownish gray (2 5Y 812), <br />o <br />w <br />�, <br />damp, hard, low plasticity; SOX clay, 40% silt <br />a <br />IU <br />44 <br />CU <br />U <br />h <br />� <br />C <br />t <br />0 52 MW5-48 <br />N <br />ML SILT WITH SAND (ML) - light yellowish brown (2 SY <br />8/4), damp, hard, low plasticity. 80% silt, 15% fine sand, <br />5% clay <br />48- <br />0 >100 MW5-50 5 <br />SW SAND (SW) - light yellowish brown (iOYR 8/4), damp, <br />dense, 95% fine to medium sand, 5% silt <br />52 <br />CL -ML SILTY CLAY WITH SAND (CL -ML) - brown (IOYR 5/3), <br />moist, very stiff, low plasticity; 40% clay, 40% silt, 20% <br />fine sand <br />Mw5-58 <br />SM SILTY SAND (SM) - brown (10YR 5/3), saturated, <br />L6O <br />medium dense, TO% fine to medium sand, 30% silt <br />ML -CL CLAYEYSILT WITHSAND (ML --CL)- Cght brown sh <br />gray (2 5Y 8/2), moist, hard, low plasticity; 40% silt, <br />40% clay, 20% fine sand <br />— <br />JOB NUMBER. 346408 06 <br />Page 2 of 3 <br />