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ARCHIVED REPORTS XR0009003
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 XR0009003
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Entry Properties
Last modified
5/7/2019 4:59:11 PM
Creation date
5/7/2019 4:40:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009003
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 Eauiva Services LLC BORINGIWELL NAME MW-2 <br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 03-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 03-Nov-99 <br /> Continued from Previous Page <br /> a <br /> v3 0LU cn <br /> H U ~ <br /> a O z a w w () a p LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM <br /> ❑ m0 w ❑ Z) p� <br /> U co 0 on- <br /> 05 6 MW-2- @ 35'-dark greenish gray(5GY 411) stiff, 10%clay,60% <br /> 6 35 5' silt 20%fine sand, low plasticity <br /> 380 <br /> SP <br /> 36 160 MW-2- 40 SAND, (SP) dark greenish gray(5GY 411) medium 41 0 Bentonite Seal <br /> 11 40 5' dense dam 5%silt 95%fine to medium sand <br /> SILT, (ML) olive gray(5Y 512), very stiff,damp, 20% <br /> clay,65%silt, 15%fine sand, medium plasticity #22112/12 ar Sand <br /> 1 8 109 MW-2- 45 @ 45'-dark grayish brown(2 5Y 412) 5%clay 65%silt <br /> 18 45 5' ML 30%fine sand, no plasticity <br /> 12;5 MW-2- 50- 50'-5%clay, 55%silt 40%fine to medium sand 505 4"-diam , <br /> 08 22 50 5' Silty SAND (SM),dark grayish brown(2 5Y 412) 0 010"Slotted <br /> dense,wet, 15%silt,85%fine to coarse sand Schedule 40 <br /> PVC <br /> SM <br /> „ _ 55 555 <br /> 0 zo N55 SILT (ML) strong brown (7 5YR 416) hard damp 20% <br /> 0 16 MW 2- ML clay,60%silt,20%fine sand medium plasticity <br /> n 57 5' 580 <br /> 8 Bottom of <br /> Boring @ 58 ft <br /> O <br /> 17 <br /> w <br /> O <br /> a <br /> C7 <br /> U <br /> 0 <br /> O <br /> C7 <br /> i <br /> 0 <br /> a <br /> C� <br /> 0 <br /> J <br /> J <br /> r <br /> PAGE-2042 <br />
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