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ARCHIVED REPORTS XR0009024
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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VICTOR
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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 _ gudon Enterpnses LLC dba Shell Oil Products US BORING/WELL NAME P-2 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 10-Se -02 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 10-Se -02 <br /> PROJECT NUMBER 0955 T WELL DEVELOPMENT DATE(YIELD) 16-Sep-02 16gallons) <br /> DRILLER Grelan❑nlhnpGROUND SURFACE ELEVATION 54 77 ft above msi <br /> DRILLING METHOD Hollow-stem auger T T TOP OF CASING ELEVATION 54 51 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 48 to 63 fb <br /> LOGGED BY G Mammirn DEPTH TO WATER(First Encountered) 49 0 ft 10-Se -02 Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 9 It 09-Sep-02) 1 <br /> REMARKS <br /> O F- U Co <br /> CL t7 <br /> 3 d a W a 0 ¢�Q LITHOLOGIC DESCRIPTION Z F WELL DIAGRAM <br /> 00. <br /> iL 00 U W � O ul <br /> rn U a <br /> —ASPHALT 05 <br /> Sandy SILT,(ML),dark yellowish brown(10YR 314) <br /> moist,5%clay,6D°fo silt,35%fine sand,no plasbcdy <br /> ML <br /> 00 3 P-2-5 5' S @5'-medium stiff,80%sift,20%fine sand <br /> 3 <br /> 75 <br /> 00, a P-2-9 <br /> 10 Silty SAND,(SM),dark yellowish brown(10YR 314), <br /> 10 medium dense,moist;30%silt,70%fine sand <br /> SM <br /> 41 <br /> 0 0 21 P-2-1 4 @14'-yellowish brown(10YR 514),dense,15%sift,85% <br /> 15 fine to medium sand <br /> 170 <br /> 00 is P-2-1 9' <br /> 2a SAND,(SP),light olive brown(2 5Y 514),dense,moist, <br /> 20 5%sit, 95%fine to medium sand <br /> SP <br /> Portland Type <br /> 00 ,° P-2-2 4' <br /> �$ 245 <br /> Q 25 SiRy SAND,(SM),light olive brown(2 5Y 513),medium <br /> a SM dense,moist,25%silt,75%fine sand <br /> 270 <br /> 00 10 P-2-2 9' Sandy SILT,(ML),dark grayish brown(2 5Y 412),very <br /> 30 stiff,moist,5%day,75%sift,20%fine sand,no plasticity <br /> 0 <br /> ML <br /> 825 12 P-2-3 4' @34-CIa� M SILT,(ML),olive(5Y 513) very stiff moist, <br /> 35 <br />
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