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<br />SM SILTY SAND (SM) - dark yellowish brown (10YR 4/4),
<br />moist, dense, 60% fine to medium sand, 40% salt, trace
<br />of micas
<br />40- 0 138 6W-8-40
<br />SP SAND (SP) - yellowish brown 0OYR 5/6), moist, dense
<br />100% fine to medium sand, trace of fine micas
<br />CL CLAY (CL) - light brownish gray (2 5Y 6/2), moist,
<br />hard, slightly plastic, 100% clay, abundant iron oxide
<br />stained rootlet channels, abundant fine micas, trace
<br />of fine sand.
<br />0 1 36 1 MW -8-46
<br />c
<br />w
<br />Ge##ler-Ryan, Inc.
<br />Log of Boring MW -8
<br />PROJECT
<br />Former Chevron Station No 9-5775
<br />LOCATION 301 W Kettleman Lane, Lodi, CA
<br />SILTY SAND (SM) - dark yellowish brown (10YR 3/6),
<br />w
<br />* m
<br />X o rn
<br />a
<br />En
<br />ILL ur v GEOLOGIC
<br />DESCRIPTION WELL DIAGRAM
<br />r'n
<br />m
<br />moist, very dense, 60% fine sand, 40% salt, abundant
<br />a CL a
<br />w w
<br />X X a
<br />o a a a:o
<br />C3 —
<br />a I
<br />as in rn cD (n
<br />0 1
<br />35
<br />MW -8-35 501
<br />111111
<br />ML
<br />0
<br />>100
<br />MW -8-50 5
<br />SM SILTY SAND (SM) - dark yellowish brown (10YR 4/4),
<br />moist, dense, 60% fine to medium sand, 40% salt, trace
<br />of micas
<br />40- 0 138 6W-8-40
<br />SP SAND (SP) - yellowish brown 0OYR 5/6), moist, dense
<br />100% fine to medium sand, trace of fine micas
<br />CL CLAY (CL) - light brownish gray (2 5Y 6/2), moist,
<br />hard, slightly plastic, 100% clay, abundant iron oxide
<br />stained rootlet channels, abundant fine micas, trace
<br />of fine sand.
<br />0 1 36 1 MW -8-46
<br />c
<br />w
<br />JUB NUMBER 346408 06
<br />Page 2 of 2
<br />SM
<br />SILTY SAND (SM) - dark yellowish brown (10YR 3/6),
<br />moist, very dense, 60% fine sand, 40% salt, abundant
<br />-
<br />fine micas, trace of fine iron oxide nodules, trace of
<br />rootlet channels
<br />0
<br />>100
<br />MW -8-50 5
<br />—
<br />U — -
<br />C _
<br />o —
<br />ML
<br />SANDY SILT (ML) - olive brown (2 5Y 4/3), moist,
<br />very dense, TO% silt, 30% fine sand, abundant fine
<br />o -
<br />'
<br />micas, trace of clay, trace of iron oxide stained
<br />ro
<br />rootlets
<br />�
<br />0
<br />>100
<br />MW -8-55 5
<br />c
<br />_ —
<br />w �
<br />t -
<br />SM
<br />SAND WITH SILT (SM) - light olive brown (2 5Y 5/4},
<br />saturated, dense, 80% fine to medium sand, 20% silt,
<br />m — -
<br />'
<br />abundant fine micas
<br />H -
<br />0
<br />32
<br />MW -8-61
<br />ML
<br />CLAYEY SILT WITH SAND (ML) - light olive brown
<br />—
<br />(2 5Y 5/3), moist, hard 50% silt, 30% clay, 20% sand,
<br />— -
<br />SM
<br />abundant fine micas
<br />_
<br />SAND WITH SILT (SM) - light olive brown (2 5Y 5/4),
<br />—
<br />saturated, dense, 80% fine to medium sand, 20% silt,
<br />; -
<br />abundant fine micas, few coarse sand grains
<br />`
<br />0
<br />30
<br />MW -8-66
<br />..
<br />..
<br />r Ljr
<br />m
<br />Bottom of boring at 66 5 feet bgs
<br />(aa = Converted to equivalent standard penetration
<br />blows/foot )
<br />JUB NUMBER 346408 06
<br />Page 2 of 2
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