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ARCHIVED REPORTS XR0009003
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009003
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Entry Properties
Last modified
5/7/2019 4:59:11 PM
Creation date
5/7/2019 4:40:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009003
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Cambria Environmental Technology, Inc BORINGIINELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax {707) 935-6649 <br /> • CLIENT NAME Equiva Services LLC _ BORINGIWELL NAME GP-6 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 01-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 01-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hydraulic push TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 2" SCREENED INTERVAL NA <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) NA Q <br /> REVIEWED BY J _Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> rn <br /> LU H Q I <br /> z^ co <br /> Q O a w p LITHOLOGIC DESCRIPTION i= WELL DIAGRAM <br /> a m0 < D 0 Qw <br /> 0 <br /> ASPHALT 0 3 <br /> SILT (ML) dark brown (7 5YR 312) damp 5%clay, <br /> 65%silt 30%fine sand, no plasticity <br /> GP-6-5 5 @ 4 5'-brown (7 5YR 4/3) <br /> ML Portland Type <br /> 0 III I <br /> 10 @ 10'-dark yellowish brown(1 QYR 4/4) 5%clay, 55% <br /> 0 GP-6- silt 40%fine sand 110 <br /> 105, Bottom of <br /> Boring @ 11 ft <br /> Q <br /> cD <br /> LLrLL <br /> Q <br /> a <br /> 0 <br /> o_ <br /> 7 <br /> O <br /> m <br /> I <br /> 6 <br /> a <br /> 0 <br /> O <br /> J <br /> J <br /> J <br /> }W <br /> } <br /> P,4GE 1 0 i <br />
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