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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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Associ <br /> es <br /> 19449 Rv a side Dri&e, Suite 230 BORING/VUELL LOG <br /> OFax <br /> Sonoma,CA 9547overs6Telephone: 707-935-4850: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-37 <br /> JOBISITE NAME Shell Stockton Terminal DRILLING STARTED 23-Apr-08 <br /> LOCATION _ 3515 Naw Drive Stockton California DRILLING COMPLETED23-Apr-08 <br /> PROJECT NUMBER 241729 WELL DEVELOPMENT DATE(YIELD)_ 28-Apr-08(87.5 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION NA <br /> BORING DIAMETER 10" SCREENED INTERVAL 6 to 26 fba <br /> LOGGED BY C.Rodriguez DEPTH TO WATER(First Encountered) _ 9.0 R(23-Apr-08) Q <br /> REVIEWED BY J.Gaarder DEPTH TO WATER(Static) 9.98 it(28-Apr-08) 1 <br /> REMARKS Borehole sampled from 26-28 fbg with a 2"Macrocore sam ler. <br /> O q_� <br /> n 0 Z � Z w r.) Q.0 <br /> U G' <br /> ap m c=Oi ow j SOIL DESCRIPTION Z WELL DIAGRAM <br /> UW <br /> O <br /> PHAL ASPHALT <br /> SILT IML);dark greenish gray(10Y 4/1);dry;90%silt, 0 7 <br /> 10%fine sand;low plasticity. Portland Type Int <br /> BentoNle Seal <br /> 13.8 MwaTs 6 <br /> @ 5'-SILT with Sand fMLI;dark gray(5Y 4/1);dry; MreY sand <br /> 80%silt,20%sand;low plasticity. <br /> @ 7 -SILT(ML);dark greenish gray(5GY 311);moist; <br /> 20%Gay,80%silt;low plasticity. <br /> @ 9'-wet;15%Gay,85%silt. 4 <br /> 35.7 Mwa7-ro 10 = <br /> ML <br /> 15 @ 14'-moist;25%clay,75%silt,medium plasticity. <br /> 0 3.2 MWa7-is @15'-dry to moist. <br /> @ 16'-moist. 4--diem.,0.020' <br /> LL Circum Slotted <br /> w Schedule 40 PVC <br /> 0 <br /> c. @ 18'-wet. <br /> R 20 <br /> @ 19'-moist. <br /> MW-07- @ 20'-damp;25%clay,70%sift,5%fine sand;medium <br /> D 20.6 plasticity. <br /> j <br /> C <br /> p <br /> Q <br /> 24.0 <br /> Sittv SAND(SM) dark greenish gray(5GY 311);wet; <br /> 2 41.8 M 7-2S 25 SM 30%siK,70°r6 fine sand. <br /> � SILT with band/MLl;dark greenish gray(5GY 3/1); 26.0 <br /> o ML moist;80%silt,20%fine sand;low plasticity.' <br /> J SIuR <br /> @ 2T-SIL. T(ML);dark greenish gray(5GY 3/1);moist; 28.0 <br /> w 35°h Ga 65°h silt•medium <br /> plasticity. <br /> i <br /> o 30 Bottom of <br /> o Boring @ 28 It <br /> N <br /> C) <br /> 6 <br /> 0 <br /> O <br /> �' 35 <br /> PAGE 1 OF I <br />
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