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ARCHIVED REPORTS XR0009019
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 XR0009019
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Entry Properties
Last modified
5/7/2019 5:04:24 PM
Creation date
5/7/2019 4:44:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009019
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/VVELL LOG <br /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME E udon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME MW-4 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 09-Sen-02 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 10-Se -02 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 16-Sep-02(118 gallons)_ <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 54 47 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 5411 ft above msl <br /> BORING DIAMETER 12" SCREENED INTERVAL 48 to 63 fb <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 53 5 ft(09-Sep-02) <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 514 ft(19-Sep-02) 1 <br /> REMARKS <br /> cn a h <br /> CL O 0 a H � J LITHOLOGIC DESCRIPTION co z WELL DIAGRAM <br /> Q <br /> CL my c7 Cn vwo <br /> ASPHALT —05 <br /> Silty SAND(SM),dark yellowish brown(10YR 314), <br /> moist,5%day,25%silt,70%fine sand <br /> 00 °s MW-4- 5 1@5'-medium dense,20%silt,80%fine sand <br /> 10 5V <br /> $ SM <br /> 00 S7 MW 4 9' @9'-dark brown(10YR 313) <br /> 10- <br /> 7 <br /> 00 ID 73 M14-4- @14'-fine to medium sand <br /> 15- <br /> 170 <br /> �z <br /> 00 'z9► M19� SANK(SP),light olive brown(2 5Y 513),dense,moist, <br /> 20 100%fine to medium sand <br /> SP Portland Type <br /> VII <br /> h <br /> 00 ;9 MW-4- <br /> 25 24' <br /> a 25 <br /> 0 <br /> 'a 270 <br /> +s <br /> 00 2 MW-4- ML Sandy SILT(ML),grayish brown(2 5Y 512),hard, <br /> 30 moist,5%day,75%silt,20%fine sand,no plasticity <br /> 0 <br /> 320 <br /> FL <br /> o 1z <br /> g <br /> 136 zo M -4- Silty SAN Q(SM),olive(5Y 513),dense,moist,5%day, <br /> 35 <br /> ConSued Next Page PAOE i OF <br />
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