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ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0009241
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ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
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Last modified
3/30/2020 2:09:11 PM
Creation date
3/30/2020 1:49:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Conestoga-Rovers &Associates BORING/WELL LOG <br /> 19449 Riverside Drive, Suite 230 <br /> Sonoma, CA 95476 <br /> fy: Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGMELL NAME V-2 <br /> JOB/SITE NAME Shell Stockton Terminal DRILLING STARTED 04-Dec-07 <br /> LOCATION 3515 Navy Drive, Stockton,Califomia DRILLING COMPLETED 04-Dec-07 <br /> PROJECT NUMBER 241729 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Test America Drilling Corp. GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Airknife TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 5" SCREENED INTERVAL 5.7 to 5.9 fbg' 8.7 to 8.9 fbq <br /> LOGGED BY S.Lewis DEPTH TO WATER(First Encountered) NA V <br /> REVIEWED BY J.Gaarder DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> N - F = 0 U f <br /> 9z a F w 19 y o_O SOIL DESCRIPTION F WELL DIAGRAM <br /> a mOv < W ❑ ❑ 0 00. <br /> SPHAL ASPHALT <br /> 0.5 <br /> Silty SAND with Gravel ISM) very dark grayish brown <br /> SM (2.5Y 3/2);moist; 5%clay,20%silt, 50%fine to medium 114"diam.,Tego <br /> 0.0 V-2-1' sand,25%fine gravel. Tubing <br /> 1.5 <br /> SAND SPI;olive gray(5Y 4/2); moist; 100%fine to <br /> medium sand. <br /> Bentonite Slurry <br /> with Pellet Base <br /> SIP <br /> 13.1 V-2-5 5— <br /> #2112 Sand <br /> c 3"length <br /> Stainless Steel <br /> Screen <br /> LL <br /> W <br /> O <br /> tai Bentonite Slurry <br /> a with Pellet Base <br /> " 8.0 <br /> 60.7 SILT fill dark greenish gray(10Y 311);moist;20% <br /> 2 ML clay,75%silt,5%fine sand; low to medium plasticity. #2112 Sand <br /> a 9 1 3"length <br /> ss Steel <br /> Screen <br /> Bottom of <br /> 10 Boring @ 9.1 ft <br /> 0 <br /> 0 <br /> N <br /> J <br /> W <br /> N <br /> f <br /> 2 <br /> N <br /> O <br /> d <br /> W <br /> N <br /> W_ <br /> a <br /> O <br /> J <br /> 15 <br /> PAGE 1 OF 1 <br />
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