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ARCHIVED REPORTS XR0003524
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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COUNTRY CLUB
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2575
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2900 - Site Mitigation Program
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PR0541989
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ARCHIVED REPORTS XR0003524
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Entry Properties
Last modified
6/21/2019 8:01:14 PM
Creation date
6/21/2019 3:52:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003524
RECORD_ID
PR0541989
PE
2950
FACILITY_ID
FA0024100
FACILITY_NAME
COUNTRY CLUB VALERO
STREET_NUMBER
2575
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12302012
CURRENT_STATUS
01
SITE_LOCATION
2575 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Cambria Fnvoronmento*nology, Inc i BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME S8-2 <br /> JOBISITE NAME Former Shell Station DRILLING STARTED 15-Jun-04 <br /> LOCATION 2575 Count Club Boulevard,Stockton,California DRILLING COMPLETED 15-Jun-04 <br /> PROJECT NUMBER 0783 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Greqq Drilling _ GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hydraulic push TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 2" SCREENED INTERVAL NA <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 15 0 ft 15-Jun-04 S <br /> REVIEWED BY J Neel RG 6927 DEPTH TO WATER(Static) NA t <br /> REMARKS <br /> U b rn <br /> o p? -i X � a p L{THOLOGIC DESCRIPTION H WELL DIAGRAM <br /> Oa <br /> � m o _ 0 U p <br /> CONCRETE 04 <br /> GW Sandy GRAVEL(GW),very dark gray(2 5Y 311),dry 10 <br /> to moist,40%fine to coarse sand,60%fine to coarse <br /> ravel <br /> Clayey SILT ML),very dark gray(2 5Y 311),moist, <br /> 15%clay,85%silt,low plasticity <br /> @ 2'-yellowish brown(10YR 5/4) <br /> $ @ 3'-SILT ML greenish gray(10Y 511),moist 95% <br /> 0 SB-2-5 silt 5%fine to medium sand <br /> @ 6 5'-Sandy SILT(ML),dark greenish gray(10Y <br /> 4I1),moist,80%silt,20%fine to medium sand Portland Type <br /> ML @ 8'-Clayey SILT(ML),dark greenish gray(10Y 411), ILII <br /> moist, 15%clay,85%silt,low plasticity <br /> 569 S13-2-10 10 <br /> @ 12'-SILT ML dark greenish gray(10Y4/1), <br /> moist,95%silt,6%fine to medium sand <br /> 150 <br /> 806 SB-2-15 15 SAND SP ,dark greenish gray(10Y 411),wet, 100% <br /> the sand <br /> SP Bentonite Seal <br /> 569 SS-2- 200 <br /> 195 20 Bottom of <br /> Boring @ 20 ft <br /> A <br /> O <br /> [7 <br /> J <br /> a <br /> w <br /> 0 <br /> a' <br /> C7 <br /> ro <br /> f? <br /> e <br /> w <br /> 0 <br /> a <br /> c� <br /> O <br /> J <br /> J <br /> J <br /> PAGE 1 0F i <br />
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