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ARCHIVED REPORTS_XR0008172
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545641
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ARCHIVED REPORTS_XR0008172
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Last modified
5/5/2020 3:33:20 PM
Creation date
5/5/2020 2:45:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008172
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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LSauers
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EHD - Public
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' Page 3,CAN,ARCO m,mi wan <br /> groundwater sample results have been similar to those in late 1993 The absence of <br /> contamination in MW-1 may be due to the 1993 rise in groundwater, the top of the screened <br /> interval in this well is now more than 10 feet below the soil/water interface <br />' Most of thepurl,r <br /> e and dulling rinseate water was disposed of in the city sewer system in January <br /> 1994, but purge water generated in September 1994 is presently stored in 55-gallon drums on <br /> site <br />' 2.4 Vapor Extraction Test <br /> An 8-hour vapor extraction test of remedial well VW-1 was conducted in December, 1993 to <br />' assess the feasibility of vapor extraction technology to remediate soil contamination at this site <br /> A Vacleen 1000 internal combustion engine was used in the test A portable flame ionization <br /> detector was used to measure the concentration of hydrocarbon vapors at the well head during <br /> the test, and three tedlar bag samples were collected for laboratory analysis of TPH-g and <br /> BTE&X Vacuum gauges on the well and on monitoring well MW-1 measured the vacuum <br /> created by the 100-cfm extraction unit(flow rates were approximately 50% of the rated capacity <br /> of the unit) PID readings exceeded 10,000 ppm (molar volume) throughout the test, and <br /> laboratory results indicated vapor concentrations ranging from 20,000 to 38,000 ppm (Table 3) <br /> Based on these results, Geological Audit Services and EHD concluded that VW-1 is suitable for <br /> vapor extraction Vacuum pressure at MW-1 waN less than 0 2 inches of water throughout the <br /> test, suggesting that this well is beyond the effective radius of influence of VW-1 <br /> 2.5 Underground Storage Tank Replacement <br />' 1n Apnl and May, 1994, six underground storage tanks and related piping were removed from <br /> the site and replaced with two 12,000-gallon doubled-walled tanks (Figure 4) One tank is <br /> ' divided into three compartments (5,000, 5,000, and 2,000 gallons) Two standpipes were also <br /> installed for future use in the installation of vapor extraction wells, should they be necessary <br /> Soil samples were collected from beneath the tanks and piping and analyzed for a variety of <br /> ' contaminants (Table 4) <br /> ' Hydrocarbons were detected in 9 of 15 samples from the tank and piping excavations, but <br /> concentrations were generally low The conditions of the tanks were not described in Geological <br /> Audit's tank removal report, but these low concentrations could have occurred as a result of <br /> ove3Niil during tank filling, ana do not necessarily represent important releases <br />
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