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ARCHIVED REPORTS XR0005953
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544590
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ARCHIVED REPORTS XR0005953
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Last modified
6/21/2019 3:58:53 PM
Creation date
6/21/2019 11:01:56 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005953
RECORD_ID
PR0544590
PE
3528
FACILITY_ID
FA0003932
FACILITY_NAME
KWIKEE FOODS
STREET_NUMBER
2081
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12315225
CURRENT_STATUS
02
SITE_LOCATION
2081 COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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. Nine to 12 gallons of water were purged from each well (except the two small-diameter <br /> piezometers f KF-6 and KF-7]). The purge water was stored in 55-gallon drums on site. <br /> After purging, water samples were collected with a disposable plastic bailer and placed in 40-m1 <br /> vials. A 1-liter bottle sample was also collected for total lead analysis. The bottles were labeled and <br /> logged and placed in a cooled ice chest for later transport to Sequoia Analytical Laboratory. The <br /> laboratory report and chain of custody form are in Appendix B. <br /> 4.0 RRSU� <br /> 4.1 Depth to Groundwater and Hydraulic Gradient <br /> The static water level rose by almost 4 feet during the first quarter, and the depth to groundwater <br /> now averages less than 9 feet. This rapid rise is due to the abundant rainfall that took place late in <br /> 2001. <br /> The data in Table 1 were used to contour the piezometric surface and interpret the groundwater <br /> flow direction, which are illustrated in Figure'3. The piezometric surface slopes toward the former <br /> Chevron site, where a closed depression surrounding MW-1, MW-2, MW-3, and MW-8 is present. <br /> This depression is clearly due to remedial activities at that site. Groundwater flow throughout the <br /> surrounding area is radial toward that depression. Contouring suggests that the water table has been <br /> drawn down several inches by extraction at that site. <br /> As requested by the CVRWQCB, a map illustrating the groundwater flow directions that have been <br /> measured in the past several years has been prepared. Figure 4 is updated from the Problem <br /> Assessment Report that was submitted in July of last year. Prior to the start of remediation at the <br /> former Chevron site, the groundwater flowed from the Chevron site toward the Kwikee site in 7 of <br /> 10 quarters. A northward flow direction was measured once, and flow from the Kwikee site toward <br /> the Chevron site was observed twice. Groundwater has flowed westward toward the Chevron site in <br /> the three quarters since remediation began. <br /> 4.3 Analytical Results <br /> The water samples were analyzed for Total Petroleum Hydrocarbons as gasoline and for volatile <br /> aromatic hydrocarbons (benzene, toluene, ethylbenzene, and xylene) using EPA methods 8015 and <br /> 8020. In addition, PHS/EHD requested that the samples also be analyzed for all gasoline <br /> oxygenates, 1,2-DCA, and EDB and for total lead. EPA methods 8260 and 7010 were used to <br /> analyze for these constituents. The results are shown in Table 2. <br /> Samples from KF-6 and KF-7 continue to be below reporting limits for all analytes. Concentrations <br /> also dropped below the reporting limits in KFA and KF-4 this quarter. The only analyte that was <br /> • 4 <br />
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