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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 -9 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />Gettler-Ryan. Inc. <br />PROJECT <br />Former Chevron Station No 9-5775 <br />LU <br />* in Lo <br />Xr- o <br />Mz <br />z <br />a <br />Q <br />S ^ Q <br />1 w w <br />f!1 J --1 _ <br />J <br />U <br />a ai o <br />w� <br />d d Q <br />o X a <br />� a a s <br />o <br />U <br />a <br />� <br />u <br />Log of Boring MW -9 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />7 <br />75 <br />JOB NUMBER 346408 06 Page 2 of 2 <br />0 >100 MW -9-35 5 <br />SP <br />Color changes to yellowish brown (10YR 6/6), 90% fine <br />sand, 10% silt <br />w <br />SM <br />SILTY SAND (SM) - dark yellowish brown (10YR 3/4), <br />U <br />a <br />� <br />u <br />moist, very dense 70% fine to medium sand, 30% silt, <br />o <br />few fine micas <br />c <br />a <br />40- <br />0 >100MW-9-405 <br />SP <br />SAND (SP) - yellowish brown (10YR 5/6), moist, very <br />dense 100% sand, trace of silt and coarse sand <br />_ <br />grains, few fine micas <br />N = - <br />45 <br />CL <br />CLAY (CL) - light brownish gray (2 5Y 6/2), damp, <br />0 48 MW -9-46 <br />ML <br />hard 100% clay, trace of sand and silt, abundant iron <br />_ <br />oxide staining, abundant iron oxide nodules, slightly <br />— <br />indurated <br />= <br />SANDY SILT (ML) - light olive brown (2 5Y 5/3), moist, <br />_ <br />ZZ <br />60% silt, 40% fine sand, trace of clay, abundant iron <br />oxide staining, abundant fine micas <br />= <br />50 <br />C <br />) — <br />nl <br />ZjG <br />O <br />N <br />C <br />55 <br />o <br />SP <br />SAND (SP) - dark yellowish brown (IOYR 3/6), <br />41 <br />U = <br />saturated, dense 100% fine to medium sand, trace of <br />silt, trace of micas <br />= <br />CV <br />60- <br />— <br />0 31 MW -9-61 <br />ML <br />SANDY SILT WITH CLAY (ML) - dark yellowish brown <br />(10YR 3/6), moist 50% silt, 30% sand, 20% clay <br />SM <br />SAND WITH SILT (SM) - dark yellowish brown (tOYR <br />4/4), saturated very dense 80% fine to medium sand, <br />_ <br />20% silt, trace of fine micas <br />=_ <br />65_0 <br />>100 MW -9-85 <br />r <br />Bottom of boring at 65 5 feet bgs <br />n <br />(* = Converted to equivalent standard penetration <br />blows/foot ) <br />7 <br />75 <br />JOB NUMBER 346408 06 Page 2 of 2 <br />
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