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ARCHIVED REPORTS_XR0002905
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545252
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ARCHIVED REPORTS_XR0002905
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Last modified
1/31/2020 3:26:07 PM
Creation date
1/31/2020 2:01:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002905
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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' Quik Stop Market No. 132 July 28, 1992 <br /> Project No. 3-49132-33 Page I <br /> t <br /> ' SOIL GAS AND SHALLOW GROUNDWATER SURVEY <br /> ' FOR <br /> QUIK STOP MARKET NO. 132 <br /> 3555 WEST HAMMER LANE <br /> STOCKTON, CALIFORNIA <br /> Introduction <br /> ' RESNA Industries Inc., has completed a soil gas and shallow groundwater survey <br /> around the Taco Bell site adjacent to Quik Stop Market No. 132 located at 3555 West <br /> Hammer Lane, San Joaquin County, Stockton, California (Figure 1). Previous <br /> investigations have detected gasoline-related compounds in a perched aquifer near the <br /> eastern site boundary. The groundwater gradient in this area appears to have an <br /> easterly flow from the Quik Stop Market to the Taco Bell. Efforts to gain permission <br /> to enter the Taco Bell property or the property to the north were not successful. <br /> RESNA and Quik Stop therefore, with the approval of the San Joaquin County Public <br /> Health Services (SJCPHS), elected to conduct a shallow groundwater survey on the <br /> eastern side of the Taco Bell site and that portion of West Hammer Lane which fronts <br /> the Taco Bell site (Figure 2). <br /> 1 Techniques <br /> ' The sampling process was conducted from the back of a specially equipped van operated <br /> by Tracer Research Corporation of Tucson, Arizona. A 1-1/2-inch-diameter hole was <br /> drilled through the asphalt and a 314-inch-diameter hollow steel probe with a detachable <br /> ' metal drive point was inserted into this hole and pressed and pounded to the desired <br /> depth. The interior of the pipe was put under vacuum and withdrawn (the metal drive <br /> point remains) until loss of vacuum indicated that water or air was entering the open <br /> ' end of the probe. A length of polyethylene tubing attached to a vacuum pump was then <br /> lowered to the bottom of the probe and vacuum applied to see if any groundwater was <br /> present. If groundwater was recovered, it was placed into a 40 ml glass vial and sealed <br /> ' with a Teflon-lined septa cap. If groundwater was not encountered, the probe was put <br /> under vacuum and after two to five probe volumes of soil gas were evacuated, a soil gas <br /> sample was collected in a glass syringe. <br /> In locations where a soil gas sample was obtained, the gas within the glass syringe was <br /> injected into a Hewlett Packard 5890 Series II gas chromatograph equipped with a flame <br /> ionization detector and a computing integrator (gas chromatograph) for analysis. In <br /> locations where a groundwater sample was obtained, approximately half of the liquid in <br /> the glass vial was decanted, the vial recapped, shaken vigorously, and a sample of the <br />
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