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ARCHIVED REPORTS XR0008993
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 XR0008993
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Entry Properties
Last modified
5/7/2019 4:57:09 PM
Creation date
5/7/2019 4:31:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008993
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 Egunva Services LLC BORINGIWELL NAME MW-3 <br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 02-Nov-99 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 02-Nov-99 <br /> Continued from Previous Page <br /> CL z <br /> 0Z 0 CL LITHOLOGIC DESCRIPTION z X <br /> M oWELL DIAGRAM <br /> y ¢ d CL <br /> CLN U EL <br /> D <br /> 0 ,2 MW-3- 35'- 15%clay, 80%silt,5%fine sand,low plasticity <br /> 355, <br /> ,o MW-3- 40 40'- 15%clay,55%sift 30%fine to coarse sand 40 5 Beritonste Seal <br /> 81 14 40 5' SAND. (SP),yellowish brown(1OYR 516) dense,damp, 41 0 <br /> 5%siR 95%fine to medium sand <br /> SILT.(ML),olive gray(5Y 5/2),very stiff damp,20% #22112 <br /> /12 ar Sand <br /> clay,60%silt,20%fine sand,medium plasticity <br /> ML <br /> 8 5 2D MW-3- 45— @ 45'-brown(10YR 4/3), hard,10%clay,60%sift,30% <br /> 35 45 5' fine to medium sand,low plasticity <br /> @ 46'-5%clay, 55%silt,40%fine to medium sand no <br /> plasticity 1 480 <br /> SM <br /> 0 ;s MW-3- 50— Silty SAND,(SM),dark grayish brown(2 5Y 412), 51 0 4"-djam, <br /> 50 V dense wet 25%silt 75%fine to medium sand 0 010"Slotted <br /> SILT.(ML) dark grayish brown(2 5Y 4/2) hard damp, Schedule 40 <br /> 5%clay,55%silt,40%fine to medium sand, low plasticity PVC <br /> I <br /> ML <br /> 19 ;o MW-3- 55 @ 55'-strong brown(7 5YR 4/6) 10%clay,60%sift,30% <br /> 24 55 5' fine to medium sand <br /> 580 <br /> Bentonite Seal <br /> 0 2 6 ,7 MW -3- 60 SM Silty SAND,(SM),strong brown(7 5YR 416),dense, Bottom of <br /> 19 606 wet 10%Gay,30%silt,60%fine sand 615 Boring @ 60 ft <br /> d <br /> W <br /> O <br /> CL <br /> 0 <br /> 0 <br /> F <br /> w <br /> 0 <br /> rc <br /> i <br /> 0 <br /> 0- <br /> 0 0 <br /> O <br /> J <br /> J <br /> J <br /> PAGE 2 OF42 <br />
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