|
3
<br />36
<br />40
<br />•
<br />44
<br />0
<br />48
<br />52
<br />>10001>1001 VE3-30
<br />32 1>100I VE3-35 5
<br />Log of Boring VE --3
<br />LOCATION 301 W Ketfleman Lane, Lodi, CA
<br />GEOLOGIC DESCRIPTION
<br />SM SILTY SAND (SM) - pale yellow (2 5Y 7/2), damp,
<br />very dense 60% fine sand, 40% sill
<br />ML SILT (ML) - yellowish brown (IOYR 5/4), moist, hard,
<br />low plasticity 85% silt, 15% fine sand
<br />20 68 VE3--41 At 41 feet becomes 75% silt, 15% fine sand, 10% clay
<br />SP -SM SAND WITH SILT (SP --SMF- (10YR 5/3), damp,
<br />very dense 80% fine sand, 10% silt
<br />163 1 67 I VE3-46
<br />27 1 58 1 VE3-51
<br />28 1 32 j VE3-54
<br />ML -CL CLAYEY SILT (ML -CL) - light brownish gray (2 5Y
<br />6/2) mottled yellowish brown (IOYR 3/4), moist, hard,
<br />low plasticity 50% silt, 35% clay, 15% fine sand
<br />SM SILTY SAND (SMj -brown 00YR 5/3}, damp, very
<br />dense 55% fine sand, 40% silt, 5% clay
<br />ML SILT (ML) - light yellowish brown (10YR 614), moist,
<br />hard, low plasticity, 80% silt, 15% fine sand, 5% clay
<br />At 53 feet color changes to light olive brown (2 5Y
<br />5/4)
<br />SM/SC SILTY SAND WITH CLAY (SM/SC) - light olive brown
<br />(2 5Y 514), saturated, dense 50% fine sand, 35% silt,
<br />15% clay
<br />Bottom of boring at 55 feet bgs
<br />(* = Converted to equivalent standard penetration
<br />blows/foot )
<br />WELL DIAGRAM
<br />c
<br />v
<br />cu
<br />v
<br />U
<br />v
<br />JOB (NUMBER 346408 06 Page 2 of 2
<br />Gettler-Ryan. Inc.
<br />• PROJECT
<br />Former Chevron Station No 9-5775
<br />w
<br />* m
<br />o
<br />rn
<br />e
<br />z
<br />�
<br />a
<br />:]C—
<br />Q
<br />a
<br />U7 ._j
<br />w1U)
<br />2
<br />J
<br />U
<br />C3
<br />.
<br />CD x x
<br />d
<br />LU
<br />a
<br />m can
<br />L
<br />3
<br />36
<br />40
<br />•
<br />44
<br />0
<br />48
<br />52
<br />>10001>1001 VE3-30
<br />32 1>100I VE3-35 5
<br />Log of Boring VE --3
<br />LOCATION 301 W Ketfleman Lane, Lodi, CA
<br />GEOLOGIC DESCRIPTION
<br />SM SILTY SAND (SM) - pale yellow (2 5Y 7/2), damp,
<br />very dense 60% fine sand, 40% sill
<br />ML SILT (ML) - yellowish brown (IOYR 5/4), moist, hard,
<br />low plasticity 85% silt, 15% fine sand
<br />20 68 VE3--41 At 41 feet becomes 75% silt, 15% fine sand, 10% clay
<br />SP -SM SAND WITH SILT (SP --SMF- (10YR 5/3), damp,
<br />very dense 80% fine sand, 10% silt
<br />163 1 67 I VE3-46
<br />27 1 58 1 VE3-51
<br />28 1 32 j VE3-54
<br />ML -CL CLAYEY SILT (ML -CL) - light brownish gray (2 5Y
<br />6/2) mottled yellowish brown (IOYR 3/4), moist, hard,
<br />low plasticity 50% silt, 35% clay, 15% fine sand
<br />SM SILTY SAND (SMj -brown 00YR 5/3}, damp, very
<br />dense 55% fine sand, 40% silt, 5% clay
<br />ML SILT (ML) - light yellowish brown (10YR 614), moist,
<br />hard, low plasticity, 80% silt, 15% fine sand, 5% clay
<br />At 53 feet color changes to light olive brown (2 5Y
<br />5/4)
<br />SM/SC SILTY SAND WITH CLAY (SM/SC) - light olive brown
<br />(2 5Y 514), saturated, dense 50% fine sand, 35% silt,
<br />15% clay
<br />Bottom of boring at 55 feet bgs
<br />(* = Converted to equivalent standard penetration
<br />blows/foot )
<br />WELL DIAGRAM
<br />c
<br />v
<br />cu
<br />v
<br />U
<br />v
<br />JOB (NUMBER 346408 06 Page 2 of 2
<br />
|