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ARCHIVED REPORTS XR0011139
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011139
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Entry Properties
Last modified
3/4/2019 11:18:33 PM
Creation date
3/4/2019 4:36:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011139
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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I <br /> 25 March 2002 <br /> AGE-NC Project No 97-0326 <br />' Page 2 of 9 <br />' measured as the cone penetrometer was advanced to depth A continuous bonng log was generated <br /> utilizing the Gregg In-Situ System CPT computer program The Gregg In-Situ System computer <br /> program utili7ed the SBT Soil Behavior Type(Robertson, 1990),to generate a general lithology type <br />' and display on a CPT boring log(See Appendix A) Rinseate generated during drilling activities was <br /> containerized in properly labeled DOT-approved 55-gallon drums and removed by the drilling <br /> company for proper disposal All soil bonngs were backfilled over their entire depth with a portland <br />' cement gout mix <br />' 22 CPT DRILLING AND GROUND WATER/SOIL COLLECTION PROCEDURES <br /> Grab ground water and soil samples were collected with the 25-ton truck-mounted CPT drill rig <br />' equipped with 1 75-inch diameter hollow-stem rods fitted with a HydroPunch ground water or a soil <br /> sampling tool which was pushed to a specified sampling depth in each soil boring Samples were <br />' collected in a twinned boring advanced immediately adjacent to the initial CPT boring in each area <br /> Ground water or soil samples were collected from specified depth intervals (zones) based on the <br /> acquired CPT-lithology data indicating favorable conditions for sampling For ground water, a <br /> HydroPunch sampling tool was pushed into the specified zone, then withdrawn approximately four <br /> feet to expose an inlet screen, the interior of the sampling tool filled with water and a 1-inch outer <br />' diameter(O D ) stainless steel bailer was lowered and utilized to extract a ground water sample For <br /> soil, a steel-tipped soil sampler was pushed into the specified zone, then the tip was withdrawn to <br /> expose a core barrel, the soil sampler was pushed down again to retneve a 1-foot soil sample <br />' All nnseatc generated from drilling activities was containerized in properly labeled DOT-approved <br /> 55-gallon drums, and was stored on-site in an area lacking public access All soil borings were <br />' backfilled over their entire depth with a portland cement grout mix <br /> Following collection, the samples were properly labeled, placed in laboratory-supplied containers <br />' and transported under chain-of-custody to McCampbell Analytical Inc (MAI), a California <br /> Department of Health ,Services (DHS)-certified laboratory Samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030 and 8015 Modified <br />' • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8020 <br /> I <br /> Advanced GeoEnvironmentai,Inc <br />
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