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ARCHIVED REPORTS XR0011142
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 XR0011142
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Entry Properties
Last modified
3/4/2019 9:37:47 PM
Creation date
3/4/2019 4:37:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011142
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
Scanner
WNg
Tags
EHD - Public
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19 June 2001 <br /> AGE-NC Project No 97-0326 <br /> Page 2 of 7 <br /> program utilized 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 stored on-site in an area <br /> lacking public access All soil borings were backfilled over their entire depth with a portland cement <br /> grout mix <br />' 2 2 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 is pushed to the specified sampling depth in each soil boring Samples were <br />' collected in a twin boring advanced near the initial CPT boring in the area <br /> Ground water or soil samples were collected from specified depth intervals(zones)based on the just <br />' previously acquired CPT-lithology data indicating favorable conditions for sampling For ground <br /> water, a HydroPunch sampling tool was pushed into the specified zone, then withdrawn <br /> approximately four feet to expose an inlet screen, the interior of the sampling tool filled with water <br /> and a 1-inch outer diameter(O D )stainless steel bailer was lowered and utilized to extract a ground <br /> water sample For soil, a steel-tipped soil sampler is pushed into the specified zone, then the tip is <br /> withdrawn to expose a core barrel,the sampler is pushed down again to retrieve a 1-foot soil sample <br />' All rinseate generated during 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 />' • Volatile aromatic hydrocarbons-benzene,toluene, ethylbenzene and total xylenes(BTEX) <br /> with methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8020 <br />' • Oxygenated volatile organics-di-isopropyl ether(RIPE), ethyl tertiary-butyl ether(ETBE), <br /> MTBE, tertiary-amyl methyl ether(TAME), tertiary butanol (TBA), methanol and ethanol <br /> in accordance with EPA Method 8260B <br /> Advanced GeoEnvrronmental,Inc <br />
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