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ARCHIVED REPORTS_XR0004380
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PR0539293
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ARCHIVED REPORTS_XR0004380
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Last modified
11/20/2019 3:28:00 PM
Creation date
11/20/2019 3:20:17 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004380
RECORD_ID
PR0539293
PE
2957
FACILITY_ID
FA0022465
FACILITY_NAME
VALLEY MOTORS
STREET_NUMBER
800
Direction
E
STREET_NAME
MAIN
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
800 E MAIN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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collect samples to confirm the vapor results The results of the investigation were presented in the <br /> Soil Assessment Report prepared by Upgradient in April 1998 Subsequently, one of the borings <br /> was converted to groundwater momtor well VM-4 <br /> In August 1999, Upgradient installed two remediation test wells within the mapped zone of soil <br /> contamination However, no hydrocarbons were detected in any of the soil samples collected from <br /> these wells One of the wells (VT-1) was screened with 4-inch PVC casing from 15 to 30 feet for <br /> future use in soil vapor extraction testing The other well (SW-1), was screened with 2-inch PVC <br /> casing from 29 5 to 315 feet for potential use as an air sparging well <br /> 3.0 PROCEDURES <br /> The depth to groundwater was measured and water samples were collected on September 11, 2002 <br /> The wells were opened and allowed to equalize with atmospheric pressure before the depth to <br /> groundwater was measured Depth measurements were recorded on the Well Monitor Report <br /> (Appendix A) and are shown in Table 1 After water depths were measured, each well was purged <br /> and tested for electrical conductivity and temperature at 2-to-3 gallon intervals (Appendix A) After <br /> purging, two 40-m1 vials of water were collected from each well in new disposable bailers The <br /> samples were labeled and placed in a cooled ice chest, and later transported to Excelchem / <br /> Environrnental Laboratory�for analysis The laboratory report is included in Appendix B <br /> 4.0 RESULTS <br /> 4 1 Depth to Groundwater and Hydraulic Gradient <br /> The depth to groundwater on September I 1 was on average about 17 inches greater than when it <br /> was measured on June 6 This is the first significant change in the water depth since December <br /> 11, 2001 (Table 1) The depth averages about 35 feet <br /> Figure 3 illustrates the piezometric surface and general direction of groundwater flow The <br /> piezometric surface slopes in a generally easterly direction, but may not be perfectly planar <br /> across the site Slight differences in elevation suggest that the water table may be slightly uneven, <br /> and the elevation contours appear to arc, forming a slight depression between VM-4 and VM-3 <br /> However, over such a short distance,the water table is essentially planar <br /> 4.2 Analytical Results <br /> The September analytical results are summarized in Table 2, and Total Petroleum Hydrocarbon <br /> and total BTEX concentrations are graphed against time for VM-2 and VM-1 in Figures 4 and 5 <br /> Figure 4 illustrates that there has been a trend of increasing concentrations in VM-2 since <br /> monitoring began in 1996 In the Second Quarter 2002 Report, we observed that concentrations <br /> have generally peaked during the third quarter of the year and we predicted that concentrations <br /> 3 <br />
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