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ARCHIVED REPORTS XR0001150
Environmental Health - Public
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0001150
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Last modified
3/4/2019 10:45:42 PM
Creation date
3/4/2019 3:43:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001150
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SOIL ASSESSMENT RELATED TO <br /> REMOVAL OF UNDERGROUND TANKS <br /> 620 West Charter Way,Stockton, California <br /> 1 Delta Project No 40-88-586 <br /> Page 6 <br /> A single soil sample taken from beneath the steel waste oil tank when it was removed in June of 1487 <br />' was analyzed for TPH, BTEX, and polychlorinated biphenyl (PCB) by EPA Method 8080, and <br /> halogenated volatile organics by EPA Method 8010 All of the test results were negative Copies of <br />' certified laboratory results are contained in Appendix A <br /> 2.3 Spill ILeak History <br />' No spills or leaks have been reported at this site Precision tank tests have been performed regularly <br /> over the years and no leaks have been detected Copies of the latest results (from June 1988) are <br />' contained in Appendix B The latest precision tests continue to indicate that the tanks are tight <br /> 2,4. Well Inventory <br />' An inventory of existing water supply wells within a one-half mile radius of the site will be <br /> conducted if petroleum constituents are detected at higher than acceptable levels in soils underlying <br />' the site. <br /> 2.5 Under roup Utilities <br /> All underground utility locations will be verified with respective utility companies prior to drilling <br /> of soil borings at the site <br /> 3.0 PROPOSED SOIL BORINGS <br /> This section describes the proposed assessment, including the depth and distribution of exploratory <br /> soil borings The methods used to drill and sample the borings, the analytical procedures, the quality <br /> assurance plan, and the site safety plan are contained in Appendix C <br /> I3 1 ExJiloratory Soil Borings <br /> I Four soil borings will be advanced adjacent to the existing tank location (Figure 3) One soil boring <br /> will be advanced adjacent to product-distribution lines The other two borings are located within <br /> the area to be excavated to install new underground storage tanks <br /> Borings will be advanced using a 7 5-- to 8-inch diameter hollow-stem auger Samples will be <br /> collected in a California-modified split-barrel sampler Appendix C, Section I 1 describes the <br /> drilling and sampling techniques to be used <br />
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