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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 _EE uilon_Enterpnses LLC dba Shell Oil Products US BORING/WELL NAME MW-4 <br /> JOBISITE NAME Former Shell Sennce Station DRILLING STARTED —09-SeR-92 <br /> LOCATION _ 880 Victor Road-Lodi DRILLING COMPLETED 10-Se 2 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 16-Sep-02 118gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE;ELEVATION 54 47 It above msl <br /> DRILLING METHOD _ Hollow-stem auger TOP OF CASING ELEVATION 54 11 It above mst <br /> BORING DIAMETER 12" SCREENED INTERVAL 48 to 63 fb <br /> LOGGED BY G Mammin DEPTH TO WATER(First Encountered) 53 5 ft(09-Sep 2) Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 51 4 It 19-Sep-02) 1 <br /> REMARKS <br /> D <br /> E Fes- uJ Z = URe <br /> O (Lg W N LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> a mU Q C7 OW <br /> Ga <br /> ASPHALT 05 <br /> Silty SAND,(SM),dark yellowish brown(10YR 314), <br /> moist,5%clay,25%sift,70%fine sand <br /> 00 e MW-4- 5 05'-medium dense,20%silt,80%fine sand <br /> 4 5 5' <br /> . <br /> 00 10 MW 4-9' SM <br /> 17 10 (§9'-dark brown(tOYR 313) <br /> 00 10 MW-4- <br /> 13 14' Q14'-fine to medium sand <br /> 15 <br /> 170 <br /> 00 ie MW-4- <br /> 23 19* SAND,(SP),light olive brown(2 5Y 513),dense,moist, <br /> 2Q 100%fine to medium sand <br /> SP Portland Type <br /> J [At <br /> LL <br /> 00 ;s MW-4- <br /> 25 24' <br /> 25 <br /> t� <br /> 27 0 <br /> z <br /> 00 20 MW-4- <br /> 20 29' ML Sandy 51LT,(ML),grayish brown(2 5Y 512),hard,moist, <br /> 30 5%clay,75%sift,20%fine sand,no plasticity <br /> .320 <br /> 136 ie MW-4- <br /> 20 34' Silty SAND,(SM),olive(5Y 513),dense,moist,5%clay, <br /> � 35 <br />
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