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0 <br />Gettter—Ryan, Inc. <br />Log of Boring MW -5 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />w <br />* m <br />o in <br />LL w <br />0 � <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />�!' Q <br />X ii <br />a <br />Uj . <br />a a <br />cc o <br />u) to <br />C9 in <br />SW <br />SAND (SW) - very pale brown (10YR 7/3), damp 100% <br />fine to coarse sand <br />0 <br />27 MW5-31 <br />32 <br />ML <br />SILT (ML) - light yellowish brown (2 5Y 7/3), damp, <br />hard, low plasticity, 95% silt, 5% clay <br />36 0 <br />>100 MWS -35 <br />40- <br />0 <br />>100 MWS -405 <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR 6/4), <br />- <br />damp, 60% fine sand, 35% silt, 5% clay <br />U <br />0. <br />Y <br />-6/i)7- <br />6 <br />V <br />CL -ML <br />SILTY CLAY (CL -ML) -light brownish gray�- (2 5Y <br />w <br />damp, hard, low plasticity, 60% clay, 40% silt <br />a <br />w <br />44 <br />v <br />0 <br />52 MW5--48-0 <br />ML <br />SILT WITH SAND (ML) -light yellowish brown (2 5Y <br />� <br />- <br />6/4), damp, hard, low plasticity 80% silt, 15% fine sand, <br />5% clay <br />48 <br />- <br />0 <br />>100 MWS -50 5 <br />SW <br />SAND (SW) - light yellowish brown (IOYR 6/4), damp, <br />dense, 95% fine to medium sand, 5% silt <br />52 <br />- <br />CL -ML <br />SILTY CLAY WITH SAND (CL -ML) - brown (10YR 5/3), <br />moist, very stiff, low plasticity, 40% clay, 40% silt, 20% <br />fine sand <br />56 0 <br />22 MW5-56 <br />5M <br />SILTY SANT] (SM) - brown (10YR 5/3), saturated, <br />30% <br />_ <br />medium dense, 70% fine to medium sand, silt <br />ML-CLCLAYEY <br />SILT WITH SAND (ML -CL) - light brownish <br />gray (2 5Y 6/2), moist, hard, low plasticity, 40% silt, <br />40% clay, 20% fine sand <br />6a <br />- <br />JOB NUMBER 346408 06 Page 2 of <br />