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ARCHIVED REPORTS XR0003485
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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 XR0003485
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Entry Properties
Last modified
6/21/2019 10:49:18 PM
Creation date
6/21/2019 3:42:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003485
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 Environrnenlal Technology, Inc- <br /> 270 LOG <br /> 270 Perkins$treat <br /> Sonoma,California 95476 <br /> Telephone (707)935-4850 <br /> Fmk (707)935-6649 <br /> CLIENT NAME Shell OB Products US BORING/WELL NAME SB-6 <br /> • JOBISiTE NAME Former Shell Station DRILLING STARTED 15-Jun-04 <br /> LOCATION _ 2575 Country Club Boulevard,Stockton,California DRILLING COMPLETED 15-Jun-04 <br /> PROJECT NUMBER 0783 WELL DEVELOPMENT DATE(YIELD)_NA <br /> DRILLER Gresm Drilling_ GROUND SURFACE ELEVATION Ng*Surveyed <br /> DRILLING METHOD Hydraulic push TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 7 SCREENED INTERVAL NA <br /> LOGGED BY I S Lewis DEPTH TO WATER(First Encountered) 14 5 ft(15-Jun-04) <br /> REVIEWED BY _ J Neely,RG 6927 DEPTH TO WATER(Static) NA _ 1 <br /> REMARKS <br /> CL <br /> 4 in U V <br /> fl <br /> D a W ° fA O LITHOLOGIC DESCRIPTION ., WELL DIAGRAM <br /> LL <br /> coo <br /> � � � � C7 000NCRETE 4� <br /> 8andy ),dark greenish gray(5GY 411), 10 <br /> SW to 40%tine to coarse sand 60 fine el <br /> 55 SAND(SWI.dark greenish grey(50Y 411),dry to 25 <br /> 100%tine to coarse sand <br /> C I very dark gray(2 5Y 311),moist, <br /> 15%day,80%WN 5%line sand,low plasticity <br /> 163 SB-6-5 5 @ S-dark grayish brown(2 5Y 4 21 <br /> I <br /> @ T-Sandy SILT(Mg,dark grayish brown(2 5Y Portland Type <br /> ML 412),moist,85%silt, 15%One to medium sand Inl <br /> • SB-6-10 —10— <br /> @ <br /> 11'-Clayey SILT(Mg,dark grayish brown(2 5Y <br /> 412),moist;15%day,W%silt,5%fine sand,low <br /> plasticity <br /> I&-Sandy SILT(ML),dark grayish brown(2 5Y <br /> 412),moist,80%silt,20%tine to medium sand 14 5 <br /> 15 SAND(S,greenish gray(10GY 511),wet,100%fine <br /> 662 SB-6-15 sand <br /> Sp Bentonite Seal <br /> 177 SB-6- <br /> 196 20 ZD 0 <br /> Bottom of <br /> Boring @ 201t <br /> A <br /> d <br /> J <br /> 4 <br /> 0 <br /> 'a <br /> t9 <br /> 4 <br /> e <br /> F <br /> a <br /> t7 <br /> O <br /> JJ <br /> J <br /> PACE f <br />
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