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ARCHIVED REPORTS XR0005956
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3500 - Local Oversight Program
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PR0544590
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ARCHIVED REPORTS XR0005956
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Last modified
6/21/2019 2:09:39 PM
Creation date
6/21/2019 11:02:43 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005956
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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After purging, water samples were collected with a disposable plastic bailer and placed in 40-m1 <br /> Vials. The vials were labeled and logged and placed in a cooled ice chest for later transport to <br /> Sequoia Analytical Laboratory. The laboratory report and chain of custody form are in Appendix B. <br /> 4.0 RESULTS <br /> 4.1 Depth to Groundwater and Hydraulic Gradient <br /> The static water level fell by almost 3 feet during the third quarter, and the depth to groundwater <br /> now averages more than 10.5 feet. This rapid drop is almost as great as the drop that occurred <br /> during the third quarter of 1998 (Table 1). <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 southwestward <br /> except along the eastern margin of the site, where the gradient appears to be more westward. The <br /> gradient is relatively flat (0.00045 ft/ft) in the central portion of the site, but appears to be steeper to <br /> the east (0.0015 ft/ft). This is probably due to the rapid drop in the static water level during the <br /> quarter. The static water level in KF-6 and KF-7 is probably slightly above the piezometric surface <br /> because these wells are small-diameter piezometers that bottom within the upper silt layer that <br /> underlies the site and do not reach the underlying aquifer sand. As a result, they are slower to <br /> equilibrate with the piezometric surface after changes in the water depth. Given more time, the <br /> water level will probably recede in both wells, which will reduce the hydraulic gradient in the <br /> eastern part of the map area. <br /> 4.2 Analyticai Rcsu!ts <br /> The water samples were analyzed for Total Petroleum Hydrocarbons as gasoline and for volatile <br /> aromatic hydrocarbons (benzene, toluene, ethylbenzene, and xylene). The results are shown in <br /> Table 2. <br /> Samples from most of the wells continue to be below detection limits for all analytes. Several of the <br /> wells have now been free of hydrocarbons for more than a year. More importantly, contaminant <br /> concentrations in both KF-3 and KF-5 declined appreciably during the quarter. Gasoline (TPH-g) <br /> was below the 50 parts-per-billion (ppb) detection limit.in KF-3 for the first time since the third <br /> quarter of last year, and benzene was also at its lowest concentration (51 ppb) since that time. In <br /> KF-5, TPH-g and benzene declined by nearly 90%, although toluene and xylene rose above the <br /> detection limit to 0.93 and 2.1 ppb, respectively. The results confirm that groundwater quality <br /> beneath the site is continuing to improve. <br /> 3 <br />
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