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ARCHIVED REPORTS XR0009020
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 XR0009020
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Last modified
5/7/2019 4:58:59 PM
Creation date
5/7/2019 4:45:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009020
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 Equilon Enterprises LLC dba Shell Oil Products USBORINGIWELL NAME SVE-3 <br /> JOBISITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 16-Seo-03 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 18-Sea-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) NA _ <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed _ <br /> DRILLING METHOD Hallow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 10" SCREENED INTERVAL 15 to 30 fbg _ <br /> LOGGED BY C Payne _ DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> O U rn <br /> nOH ltl z coT <br /> j a h _ a p LITHOLOGIC DESCRIPTION z h WELL DIAGRAM <br /> a M0 ¢ w D OW <br /> N U O <br /> ASPHALT <br /> 05 <br /> 00 SVE-3-1' Gravelly SAND(SW),moist,5%silt,75%fine to <br /> medium sand,20%fine to coarse gravel <br /> SW <br /> 40 <br /> SAND(SP),moist,5%silt,95%medium sand <br /> 02 SVE-3-5' S <br /> Portland Type <br /> IIII <br /> 03 SVE-3 lo- <br /> -10, <br /> Bentonite Sea] <br /> Monterey <br /> 0 0 27 SVE-3 15 Sand#2112 <br /> SP @ 15'-very dense <br /> 33 -155, <br /> 0 0 20VE-3 20— @ 20'-dense <br /> 23 -20 5' <br /> 4"-dram , <br /> 0 020"Slotted <br /> Schedule 40 <br /> PVC <br /> 02 28 SVE-3 25 @ 25'-very dense <br /> 260 <br /> 41 _25 5' Clayey Sandy SILT(ML?,hard,moist, 15%day,60% <br /> silt,25%fine sand,medium plasticity <br /> a <br /> L6 <br /> 0 <br /> a <br /> 01 za SVE-3 30— @ 30'-Clayey SILT(ML),dry,40%clay,55%silt,5% <br /> 42 -30 5' ML fine sand <br /> z <br /> c� <br /> Bentonite Seal <br /> a <br /> 00 ii SVE-3 35— @ 35'-35%day,55%silt, 10%fine sand 360 <br /> a -35 5' <br /> c� Bottom of <br /> OW I <br /> Boring @ 36 5 <br /> ft <br /> PAGE 1 OF 1 <br />
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