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Gettler-Ryan, Inc. <br />PROJECT: Former Chevron Station No. 9-5775 <br />W <br />* M <br />7 J N <br />z a <br />n a 7w v <br />ti w 0CLx a J <br />ww of a 1 <br />ca -� m w <br />3 <br />4 <br />44 <br />52 <br />>10001 51 1 VEI-30.5 <br />524 1 35 1 VEI-36 <br />Log of Boring VE -1 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />ML SILT (ML) - yellowish brown (IOYR 5/4), damp, hard, <br />low plasticity; 90% silt, 10% fine sand. <br />SILTY SAND (SM/ML) - light brownish gray (2.5Y <br />6/2), damp, dense; 50%.fine sand, 50% silt. <br />172 Fri VEI-41 IML SILT WITH SAND (ML) -- light brownish gray (2.5Y <br />6/2), damp, hard, low plasticity; 80% silt, 20% fine <br />sand. <br />SM SILTY SAND (SN) -_light olive brown (2.5Y 5/4), <br />X. <br />1.1 damp, dense; .70% fine sand 30% silt. <br />302 3T VEI-48 ML -CL CLAYEY SILT (ML -CL) - light brownish gray (2.5Y <br />6/2), damp, hard, low plasticity; 50% silt, 40% clay, 10% <br />fine sand. <br />126 1 32 1 VEI-5t <br />721 1 27 1 VEI-54.5 <br />ML SANDY SILT (ML) - grayish brown (2.5Y 5/2), moist, <br />low plasticity; 60% silt, 40% fine sand. <br />SM SILTY SAND (SM) - grayish brown (2.5Y 5/2), moist, <br />dense: 80% fine to coarse sand, 20% silt. <br />ML SANDY SILT (ML) - light olive brown (2.5Y 5/4), moist, <br />very stiff, tow plasticity; 50% silt, 40% fine sand, 10% <br />clay. <br />4 -SC SILTY SAND WITH CLAY (SM/SC) - light olive brown <br />(2.5Y 5/4), saturated, dense; 50% fine to medium <br />sand, 40% silt, 10% clay. <br />Bottom of boring at 55 feet bgs. <br />(a - Converted to equivalent standard penetration <br />blows/foot.) <br />WELL DIAGRAM <br />JOB NUMBER: 346408.06 Page 2 of 2 <br />