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ARCHIVED REPORTS XR0003082
Environmental Health - Public
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EHD Program Facility Records by Street Name
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KETTLEMAN
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301
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003082
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Entry Properties
Last modified
10/10/2018 10:26:09 AM
Creation date
10/10/2018 9:34:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003082
FileName_PostFix
XR0003082
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Log of Boring MW -8 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />Settler --Ryan, <br />Inc. <br />• PROJECT <br />Former Chevron Station No 9--5775 <br />� <br />U <br />LLLU <br />X r- o <br />V) <br />ez <br />a <br />S ^ <br />CL <br />o- <br />w w <br />w <br />°; <br />o a a <br />o <br />o <br />� <br />I m cn ui <br />co <br />0 <br />1 35 MW -8-35 5E <br />ML <br />Log of Boring MW -8 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />� <br />U <br />v <br />� <br />SM <br />SAND wn (10YR A/4}, <br />SILTY (SM) dark yellowish bro <br />a <br />°; <br />moist, dense 60% fine to medium sand, 40% silt trace <br />o <br />' <br />of micas <br />U <br />40 <br />0 38 MW -8-40 5 <br />N <br />=- -= <br />_ <br />_ v <br />SP <br />SAND (SP) - yellowish brown (IOYR 5/6), moist, dense, <br />_ <br />a <br />100% fine to medium sand, trace of fine micas <br />4� <br />CL <br />_ <br />CLAY (CL) - light brownish gray (2 5Y 6/2), moist, <br />A <br />= -- <br />� <br />,' <br />hard, slightly plastic, 100% clay, abundant iron oxide <br />stained rootlet channels, abundant fine micas, trace <br />of fine sand <br />45- <br />0 36 MW -8-40 <br />= <br />SILTY SAND (SM} - dark yellowish brown OOYR 3/6), <br />_ <br />SM <br />moist, very dense 80% fine sand, 40% silt, abundant <br />=_ <br />fine micas, trace of fine iron oxide nodules, trace of <br />— <br />rootlet channels <br />= <br />50 <br />0 >100 MW -8-50 5 <br />_ <br />U <br />C <br />SANDY SILT (ML) - olive brown (2 5Y 4/3), moist, <br />o <br />— <br />a <br />ML <br />very dense TO% silt, 30% fine sand, abundant fine <br />' <br />micas, trace of clay, trace of iron oxide stained <br />rootlets <br />a <br />= <br />EU <br />[t <br />0 >100 MW -8-55 5 <br />M <br />a <br />� <br />SM <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 <br />60 <br />= <br />0 32 MW -8-61 <br />— <br />ML <br />CLAYEY SILT WITH SAND NO - light olive brown <br />(2 5Y 513), moist, hard 50% silt, 30% clay, 20% sand, <br />_ <br />SM <br />abundant fine micas <br />SAND WITH SILT (SM) - light olive brown (2 5Y 5/4), <br />saturated, dense, 80% fine to medium sand, 20% silt, <br />65 <br />abundant fine micas, few coarse sand grains <br />— <br />ff <br />0 39 MW -8-66 <br />� <br />Bottom of boring at 68 5 feet bgs <br />4 <br />( = Converted to equivalent standard penetration <br />blows/foot } <br />TO <br />i <br />7 <br />JOB NUMBER 346408 06 <br />Page 2 o/ 2 <br />
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