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<br />Gettier-Ryan, Inc.
<br />Log of Boring SB -3
<br />PROJECT
<br />Former Chevron Station No 9-5775
<br />LOCATION 301 W Kettleman Lane, Lodi, CA
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<br />GEOLOGIC DESCRIPTION
<br />REMARKS
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<br />SM
<br />SILTY SAND (SM) - brown (tOYR 5/3), damp, very dense,
<br />60% fine sand, 40% silt
<br />0
<br />>100
<br />SB3-30 5
<br />ML
<br />SILT (ML) - brown (fOYR 5/3), damp, hard, low plasticity,
<br />70% silt, 30% fine sand
<br />32
<br />SILTY SAND (SM/ML) - very pale brown (10YR 7/3), damp,
<br />SM/ML
<br />dense, 50% fine sand, 50% silt
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<br />0
<br />40
<br />S83-36
<br />ML
<br />SANDY SILT (ML) - brown (IOYR 5/3), moist, hard, low
<br />plasticity, 80% silt, 40% fine sand
<br />SILTY CLAY WITH SANG (CL -ML) - pale brown {IOYR 6/4)7
<br />CL -ML
<br />moist, Bard, low plasticity, 40% clay, 40% silt, 20% fine
<br />40
<br />54
<br />>t00
<br />S83-40
<br />sand
<br />ML
<br />SANDY SILT (ML) - brown (IOYR 5/3), moist, hard, low
<br />plasticity, 80% silt, 40% fine sand
<br />SILTY CLAY (CL -ML) - light brownish gray (IOYR 6/2), r
<br />CL -ML
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<br />damp, low plasticity, 50% clay, 40% silt, 10% fine sand
<br />12
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<br />SB3-46
<br />SP
<br />SAND (SP) - light olive brown (tOYR 5/4), damp, dense, 85%
<br />fine to medium sand, 5% silt
<br />4$
<br />SILT WITH SAND (ML) - light brownish gray (2 5Y 8/2),
<br />ML
<br />moist, hard, low plasticity; 70% silt, 20% fine sand, 10% clay
<br />84
<br />>100
<br />S83-50 5
<br />Sw
<br />SAND (SW) - light brownish gray (2 5Y 6/2), moist, very
<br />dense, 100% fine to coarse sand
<br />52-
<br />2011
<br />>100
<br />SB3-54
<br />ML -CL
<br />CLAYEY SILT WITH SAND (ML -CL) - grayish brown (2 5Y
<br />5/2), moist to saturated, low plasticity, 50% silt, 30% clay,
<br />20% fine sand
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<br />Bottom of boring at 55 feet bgs
<br />(* - Converted to equivalent standard penetration
<br />b101013000t)
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<br />JOB NUMBER 346408 06
<br />Page 2 of 2
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