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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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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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• <br />• <br />• <br />Get#ler-Ryan. Inc. <br />Log of Boring VE -2 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 06 <br />CASING ELEVATION <br />DATE STARTED 12/21/99 <br />WL (ft bgs) Dry DATE 12/21/99 TIME 1030 <br />DATE FINISHED 12/21/99 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 10 in Hollow Stem Auger <br />TOTAL DEPTH 35 feet <br />DRILLING <br />COMPANY V 6 W Drilling <br />GEOLOGIST Barbara Sieminski <br />* <br />W <br />7- <br />F-- <br />o <br />u) <br />WELL DIAGRAM <br />z <br />11 <br />in <br />4 <br />GEOLOGIC DESCRIPTION <br />S ^ <br />a v <br />Q <br />v <br />[!] <br />LU <br />�J <br />m <br />X <br />2 <br />a <br />CJ <br />-' <br />W— <br />o <br />-.1a <br />a <br />a <br />M <br />o <br />a <br />a <br />cn <br />cn <br />cn <br />0 <br />cn <br />FILL <br />GRAVEL WITH SAND - yellowish brown (lOYR 5/4), <br />damp, fill <br />4 <br />FILL <br />PEA GRAVEL - brown (10YR 5/3) fill <br />0 <br />11 <br />VE2-6 <br />`c <br />m <br />SANDY SILT (ML) - yellowish brown (lOYR 5/4), damp, <br />Ej <br />ML <br />hard, low plasticity 70% silt, 30% fine sand <br />a <br />4 <br />V <br />CU <br />v <br />C <br />v <br />b <br />0 <br />>100 <br />VE2-10 5 <br />C, <br />h <br />c <br />SAND (SP) - light yellowish brown (2 5Y 8/4), moist, <br />SP <br />medium dense, 100% fine to medium sand <br />16 <br />86 <br />11 <br />VE2-18 <br />_ <br />v <br />- <br />- o <br />ML <br />SANDY SILT (ML) dark yellowish brown (lOYR 4/4), <br />damp, hard, low plasticity 70% silt, 30% fine sand <br />20 <br />>1000 <br />>100 <br />VE2-20 <br />L <br />U <br />C <br />o <br />— <br />b <br />h <br />o <br />— <br />� <br />SILTY SAND (SM) - light yellowish brown (10YR 8/4), <br />c <br />SM <br />24 <br />damp, 80% fine sand, 40% silt <br />b <br />0 <br />M <br />>1000 <br />>100 <br />VE2-25 5 <br />ML <br />SILT (ML) - yellowish brown (lOYR 5/4), damp, hard, <br />low plasticity. 90% silt, 10% fine sand <br />a <br />2$ <br />X <br />JOB NUMBER 346408 06 <br />Page 1 of 2 <br />
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