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FJ <br />Gettler—Ryan, <br />Inc. <br />- <br />PROJECT: Former Chevron SS �K8 5775 <br />L I <br />co <br />CD <br />o <br />N <br />i <br />= <br />z � <br />.. <br />a <br />�_..... <br />W <br />Cn <br />d X <br />p r <br />4 <br />r <br />m <br />©"' <br />uai m <br />o a <br />S" N <br />a <br />co <br />o <br />rn <br />SM <br />ML <br />MW3-22.5 <br />0 <br />SM <br />F F, <br />MW3-24 <br />0 <br />jML <br />26 <br />F <br />MW3-27 <br />0 <br />I <br />MW3-29.5 <br />0 <br />' <br />31 <br />Sw <br />MW3-33 <br />0 <br />CL -ML <br />k . <br />,- <br />MW3-35 <br />0 <br />36 <br />ML <br />MW3-36.5 <br />0 <br />F <br />49 <br />i <br />MW3-41.5 <br />0 <br />SM <br />MW3-44 <br />0 <br />FJ013 <br />NUMBER: <br />346408.04 <br />Log of Boring MW -w3 <br />LOCATION: 301 West Kettleman Lane, Lodi, CA. <br />GEOLOGIC DESCRIPTION I WELL DIAGRAM <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity; 60 % silt, 30% fine sand, 10% <br />clay. <br />SILTY SAND (SM) - light olive brown (2.5Y 5/6). <br />damp; 70% fine sand. 30% silt. <br />SANDY SILT (ML) - yellowish brown (10YR 5/8). <br />damp, low plasticity: 50% silt, 40% fine sand. 10% <br />clay. <br />Silt increases to 65%. sand decreases to 30%, clay IN Is <br />IN <br />decreases to 5% at 29 feet bgs. <br />`c <br />E <br />Sand increases to 50% at 31 feet bgs. " <br />`m <br />m <br />C <br />ti <br />U 4 <br />SAND (SW) - very pale brown (1OYR 7/3), damp. 'a m <br />100% fine to coarse sand G o <br />c� <br />�V v <br />SILTY CLAY (CL -ML) - light gray (2.5Y 7/2). damp, <br />low plasticity; 70% clay, 30% silt. <br />SANDY SILT (ML) - light olive brown (2.5Y 5/6) <br />damp, low plasticity: 50% silt, 40% fine sand. 10% <br />clay. <br />SILTY SAND (SM) - light yellowish brown (10YR <br />8/4). damp; 70% fine sand 30% silt, <br />I <br />Page 2 of 3 <br />