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ARCHIVED REPORTS XR0009024
Environmental Health - Public
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EHD Program Facility Records by Street Name
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V
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VICTOR
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880
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009024
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Last modified
5/7/2019 5:02:56 PM
Creation date
5/7/2019 4:48:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009024
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 BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Eq_uil_on Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-6 <br /> • <br /> JO <br /> BISITE NAME Former Shell Service Station DRILLING STARTED 04-Sep-02 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 04-Sep-02 <br /> PROJECT NUMBER 0955 — WELL DEVELOPMENT DATE(YIELD) 16-Sep-02(50 gallons_)- <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 55 30 ft above msl <br /> DRILLING METHOD _Hollow-stem auger _ _ TOP OF CASING ELEVATION 54 56 tt above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 45 to 60 fb <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 50 0 ft(04-Sep-02) Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 7 It 09-Sep-02) 1 <br /> REMARKS <br /> U U� <br /> Q a O r W J LITHOLOGIC DESCRIPTION Z I-- WELL DIAGRAM <br /> CL m 0 w D t7 V w <br /> 0 <br /> ASPHALT 0 S LW <br /> 0116 <br /> Sandy,SILT,(ML),dark yellowish brown(10YR 314), NNN <br /> MIA <br /> moist,75%silt,25%fine sand,no plasticity VA <br /> ML <br /> 00 MW-6- 5 @5'-5%clay,75%sift,20%fine sand <br /> 5 5' <br /> 80 <br /> 00 MW-6- 10 SM Silty SAND,(SM),brown(10YR 513),moist,5%clay, <br /> 10 5' r 30%sift,65%fine sand <br /> 130 <br /> 00 MW-0 15 SAND,(SP),brown(10YR 513),moist,5%silt,95%fine <br /> 15 5' sand <br /> SP <br /> 00 MW-0 20— Go Portland Type <br /> 20 5' UII <br /> n <br /> ca <br /> 230 <br /> W <br /> 0 <br /> 00 MW-0- 25 Sandy SILT,(ML),brown(10YR 413),moist,5%clay, <br /> 25 5' 80%silt,15%fine sand,no plasticity <br /> ML <br /> 00 MW-6- 30 @30'-olnre(5Y 513) <br /> 30 5' <br /> 330 <br /> UjUj <br /> 35 <br />
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