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ARCHIVED REPORTS XR0009020
EnvironmentalHealth
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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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Entry Properties
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) 935-4$50 <br /> Fax (707) 935-6649 <br /> CLIENT NAME __Etc udon Enterprises LLC dba Shell Oil Products USBORINGIWELL NAME SVE-1 <br /> JOB/SITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 16-Sep-03 _ <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 18-Sep-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER _ Greg Drilling GROUND SURFACE ELEVATION _ Not Surveyed_ <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 10" SCREENED INTERVAL 15 to 30 fb_q <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 /> OJ Z ii F W 0-0 LITHOLOGIC DESCRIPTION i h WELL DIAGRAM <br /> a im 0 o" 0w <br /> 0 <br /> ASPHALT 0 5 <br /> 0 2 SVE-1 -1' SP SAND SP ,moist 5%silt,95%fine to medwm sand 1 5 <br /> Gravelly SAND moist,5%silt,650/, fine to 20 <br /> coarse sand 30%fine to coarse gravel <br /> SAND ISP),moist,5%silt,95%medium to coarse <br /> sand <br /> 94 SVE-1 -5' 5- <br /> Portland Type <br /> IIII <br /> tool SVE-1 10 <br /> @ 10-medium sand <br /> -10' <br /> Bentonite Seal <br /> Monterey <br /> 0 6 is VE-1 15 SP Sand#2112 <br /> @ 15'-dense,medium to coarse sand <br /> 17 -15 5' <br /> 0 2 20 VE-1 20— @ 20'-medium sand <br /> 27 -20 5' <br /> 4"-diam, <br /> 0 020"Slotted <br /> Schedule 40 <br /> 06 17 SVE-1 25 PVC <br /> ❑ 25 -25' <br /> 0 <br /> J <br /> 280 <br /> LU❑ <br /> a ML <br /> C7 <br /> 0 0 31 SVE-1 30— Clayey SILT(ML),hard dry,40%clay,55%silt,5% 31 0 <br /> so -30 5' fine sand medium lastia <br /> Bottom of <br /> Boring @ 31 5 <br /> � � I <br /> a <br /> O <br /> a <br /> a <br /> J <br /> PAGE F1 <br />
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