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ARCHIVED REPORTS XR0009018
Environmental Health - Public
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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 XR0009018
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Entry Properties
Last modified
5/7/2019 5:01:37 PM
Creation date
5/7/2019 4:44:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009018
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 BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME E uilon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-8 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 12-Jul-03 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 12-Jul-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 01-Aug-03(14 gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 52 79 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 52 34 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 45 to 60 fb <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 49 0 ft 12-Ju1-03 <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 50 2 ft 21-Aug-0311 <br /> REMARKS <br /> _ U of <br /> �t2W Z S� U� <br /> p Z a H 0 CLp LITHOLOGIC DESCRIPTION Z WELL DIAGRAM <br /> a a <br /> a mOv ¢ Z) Q OVW <br /> � a <br /> ASPHALT 0 5 <br /> Silty SAND(SM),dark yellowish brown(10YR 416), <br /> moist,35%silt,65%fine sand <br /> 00 3 MW-8-5' S @5'-loose <br /> 4 SM <br /> 00 s MW-8-9' <br /> medium dense, 15%silt,85%fine sand <br /> 10 <br /> 120 <br /> a <br /> 00 a IVl14' SAND SP ,brown(10YR 513),medium dense,moist, <br /> 15 5%silt,95%fine sand <br /> e SP <br /> 00 12 15 19.MW-8- @19'-light olive brown(2 5Y 514) <br /> 20 Portland Type <br /> 00 ,p MW-8- 24 5 <br /> 'Z 24' 25 Sandy SILT(Mg,grayish brown(2 5Y 512),very stiff, <br /> w moist,5%clay,80%silt,15%fine sand,no plasticity <br /> ❑ <br /> CL <br /> C7 <br /> 7 ML <br /> S2 <br /> 00 i12 s MW-8- <br /> @29'-olive gray(5Y 512) <br /> 30- <br /> 320 <br /> 0320 <br /> a <br /> Ci 7 <br /> g 00 ,a MW-S- SP SAND(SP1,grayish brown(2 5Y 512),medium dense, <br /> 35 <br /> ontinued Next Page PAGE i of 2 <br />
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