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ARCHIVED REPORTS_XR0004383
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PR0539293
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ARCHIVED REPORTS_XR0004383
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Last modified
11/20/2019 3:28:14 PM
Creation date
11/20/2019 3:20:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004383
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 monitor well VM-4 <br /> I <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 Thd 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 December 11, 2001 <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, samples were collected <br /> from each well Two 40-m1 vials were collected from each, labeled, and placed in a cooled ice <br /> chest The samples were later transported to Excelchem Environmental Laboratory for analysis The <br /> laboratory report is included in Appendix B <br /> . <br /> 4.0 RESULTS <br /> 4.1 Depth to Groundwater and Hydraulic Gradient <br /> The depth to groundwater on December I I averaged 33 3 feet (Table 1), which is about 1 5 feet <br /> deeper than it was at this time last year and 2 feet deeper than it was in September of this year j <br /> I <br /> Figure 3 illustrates the hydraulic gradient and general direction of groundwater flow The shallow <br /> trough in the hydraulic gradient that was present in the central portion of the site in September <br /> has disappeared, and the groundwater elevation contours have returned to their relatively linear <br /> northwest-southeast pattern As a result, the groundwater flow direction has returned to the <br /> northeast <br /> 4.2 Analytical Results <br /> Total Petroleum Hydrocarbon and BTEX concentrations decreased in three of the four wells <br /> during the quarter (Table 2) Concentrations were slightly lower in VM-I and VM-3 and 20-50% <br /> lower in VM-2 However, this is still the most contaminated well Concentrations were <br /> essentially unchanged in VM-4 <br /> For the second consecutive quarter, the laboratory noted that the chromatogram for VM-4 is <br /> atypical of gasoline and is due mainly to one or two discrete peaks within the gasoline range <br /> • 3 <br />
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