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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 95475 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-5549 <br /> CLIENT NAME Equilon Enterpnses_LLC dba Shell Oil Products USBORINGfWELL NAME SVE-2 <br /> JOBISITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 16-Seo-03 <br /> LOCATION _ 880 Victor Road,Lodi DRILLING COMPLETED.17-Sep-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER _ Gregg 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 fbq_„ <br /> LOGGED BY C Payne DEPTH TO WATER(First EncounteredZ_ NA _ <br /> REVIEWED BY _ _J_Neely.RG 6927 _ DEPTH TO WATER(Static) NA <br /> REMARKS <br /> CL 3: zLU a.^ c� <br /> Q m0z -i O a ~ w! CL <br /> O LITNOLOGIC DESCRIPTION z WELL DIAGRAM <br /> ❑ xX <br /> a U W ❑ (� Via <br /> ❑ <br /> ASPHALT 05 <br /> Gravelly SAND LW),moist 5%silt,65%fine to <br /> 04 SVE-2 SW medium sand,30%fine to coarse gravel <br /> -15 <br /> 40 <br /> SAND(SP moist, 10%silt,90%medium sand <br /> 00 SVE-2-5' <br /> Portland Type <br /> III I <br /> 00 SVE-2 10 @ 10'-5%silt,95%medium sand <br /> -1 D' <br /> Bentonite Seal <br /> I <br /> I <br /> i <br /> Monterey <br /> 1 4 19 SVE-2 15 SP Sand#2112 <br /> @ 15'-dense <br /> 21 <br /> 00 20 SVE-2 20 <br /> 24 -20 5' <br /> 4"-diam, <br /> 0 020"Slotted <br /> Schedule 40 <br /> PVC <br /> 05 32 SVE-2 25 @ 25'-very dense <br /> 0 � -25 5' Sandy SILT(ML),hard,moist, 10%clay,55%silt, 260 <br /> 35%fine sand,low plasticity <br /> w ML <br /> 0 <br /> 4 <br /> 1 1 5013 SVE-2 30— @ 30'-Clayey SILT(ML),dry,40%clay,55%silt,5% 305 <br /> -30 5' fine sand medium vlasticitv <br /> z <br /> Bottom of <br /> Boring @ 31 5 <br /> ft <br /> 0 <br /> a <br /> O <br /> J <br /> J <br /> J <br /> PAGE ? OF 7 <br />
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