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ARCHIVED REPORTS XR0003037
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 XR0003037
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Entry Properties
Last modified
10/10/2018 8:55:31 AM
Creation date
10/9/2018 3:49:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003037
FileName_PostFix
XR0003037
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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i <br />• <br />0 <br />Gettler-Ryan, Inc. <br />Log of Boring VE -4 <br />PROJECT <br />Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, C4 <br />w <br />s <br />co <br />n <br />� <br />2 <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />= <br />v <br />U)� <br />J J <br />a a <br />Z <br />a <br />U <br />a <br />a N <br />w ..- <br />O <br />,. <br />x x <br />a a <br />a <br />a <br />o <br />rn <br />c5 <br />in <br />ML <br />SILT (ML) - yellowish brown (iOYR 5/8), moist, hard, <br />low plasticity, 80% salt, 15% fine sand, 5% clay <br />I <br />>100 <br />At 30 feet color changes to tight yellowish brown <br />(2 5Y 614), becomes 80% silt, t5% clay, 5% fine sand <br />m <br />� <br />32 <br />u <br />NZ w <br />SM/ML <br />SILTY SANp (S /ML) - light yellowish brawn (2 5Y <br />6/4) damp, very dense, 50% fine sand. 50% silt <br />(i <br />b <br />t <br />U <br />N <br />36 <br />0 <br />62 <br />VE4--36 <br />a <br />0 <br />r <br />ML <br />SAT (ML} - fight yellowish brown (iOYR 6/41. hard, <br />damp, low plasticity, 70% silt, 20% clay, 10% fine sand. <br />40 <br />0 <br />60 <br />VE4-41 <br />_ <br />— <br />—_ <br />ML -CL <br />EYn 60YR <br />CLAYSILT (ML -CL) - fight yellowish brow <br />6/4}, damp, hard, low plasticity, 60% silt, 40% clay <br />— <br />44 <br />238 <br />>100 <br />VE4-45 <br />0 = o <br />ro <br />SM <br />SILTY SAND (SM) - brown (10YR 5/3). damp, very <br />o _ <br />dense, 80% fine to medium sand, 20% silt <br />_ <br />SP <br />SAND (SP) -light gray (25Y Tl2), damp, very dense, <br />4$ <br />• <br />100% fine to medium sand <br />_ <br />m <br />v <br />740 <br />>100 <br />VE4-50 5 <br />E — <br />Q <br />52 <br />= <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) -light yettowish <br />brown (2 5Y 6/4) moist, hard, low plasticity, 50% silt, <br />_ <br />30% clay, 20% fine sand <br />75 <br />84 <br />VE4-54 <br />— <br />Bottom of boring at 55 feet bgs <br />56 <br />(* a Converted to equivalent standard penetration <br />blows/foot ) <br />60 <br />-- <br />JOB NUMBER 346408 06 <br />Page 2of2 <br />
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