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Log of Boring VE -1
<br />LOCATION 301 N Kettleman Lane, Lodi, CA
<br />GEOLOGIC DESCRIPTION
<br />ML SILT (ML) - yellowish brown (10YR 5/4), damp, hard,
<br />low plasticity, 90% silt, 10% fine sand
<br />WELL DIAGRAM
<br />6 -Mettler -Ryan, Inc.
<br />PROJECT
<br />Former Chevron Station No 9-5175
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<br />Log of Boring VE -1
<br />LOCATION 301 N Kettleman Lane, Lodi, CA
<br />GEOLOGIC DESCRIPTION
<br />ML SILT (ML) - yellowish brown (10YR 5/4), damp, hard,
<br />low plasticity, 90% silt, 10% fine sand
<br />WELL DIAGRAM
<br />JOB NUMBER 346408 06 Page 2 of 2
<br />>1000 51 VEI-30 5
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<br />524 35 VEI-38
<br />SM/ML
<br />SILTY SAND (SM/ML) - light brownish gray (2 5Y
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<br />8/2), damp, dense, 50% fine sand, 50% silt
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<br />172 R8 VEI-41
<br />ML
<br />SILT WITH SAND (ML) - right brownish gray (2 5Y
<br />6/2), damp, hard, low plasticity, 80% silt, 20% fine
<br />—
<br />sand
<br />SM
<br />SILTY SAND (SM) -light olive brown (2 5Y 5/4)
<br />damp, dense, 70% fine sand, 30% silt
<br />—
<br />44
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<br />302 37 VE1-48
<br />ML -CL
<br />CLAYEY SILT (ML -CL) - light brownish gray (2 5Y
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<br />8/2), damp, hard, low plasticity. 50% silt, 40% clay, 10%
<br />fine sandCU
<br />b N
<br />48—ML
<br />SANDY SILT (ML} - grayish brown (2 SY 512}, moist,
<br />low plasticity, 60% silt, 40% fine sand
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<br />rz
<br />128 32 VEI-51
<br />SM
<br />SILTY SAND (SM) - grayish brown (2 5Y 5/2), moist,
<br />Q—
<br />52
<br />dense, 80% fine to coarse sand, 20% silt
<br />—
<br />ML
<br />SANDY SILT (ML) - tight olive brown (2 5Y 5/4), moist,
<br />very stiff, low plasticity. 50% silt, 40% fine sand, 10%
<br />_
<br />clay
<br />721 27 VEI-54 5
<br />SM --SC
<br />SILTY SAND WITH CLAY (SM/SC) - light olive brown
<br />—
<br />(2 5Y 5/4), saturated, dense, 50% fine to medium
<br />sand 40% silt, 10% clay
<br />56
<br />Bottom of boring at 55 feet bgs
<br />(i1 - Converted to equivalent standard penetration
<br />•
<br />blows/fool )
<br />JOB NUMBER 346408 06 Page 2 of 2
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