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ARCHIVED REPORTS_XR0004413
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PR0539293
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ARCHIVED REPORTS_XR0004413
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Last modified
11/20/2019 3:29:47 PM
Creation date
11/20/2019 3:23:32 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004413
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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In July 1996, three soil borings were drilled and two were converted to monitoring wells <br /> Contaminated soil was encountered in two of these, and one or more hydrocarbon contaminants <br /> were detected in water samples from all three, as well as in the previously drilled well (VM-1) The <br /> resulting data helped to partially define the limits of soil contamination, but the limits of <br /> groundwater contamination were not reached <br /> A soil vapor survey was conducted in March, 1998, in order to better define the extent of near- <br /> surface soil contamination This survey was followed by the dnllmg of two new soil borings to <br /> 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 <br /> 3.0 PROCEDURES <br /> Monitor well VM-4 was completed on August 14, 1998, when V & W Drilling installed 55 feet of <br /> PVC casing in the open borehole Because the hole had been allowed to remain open since it was <br /> drilled in March, some up-hole sloughing of soil had occurred and it was necessary to drill out this <br /> material in order to reach the previous depth of 55 feet When this depth was reached, V & W <br /> installed 20 feet of slotted PVC casing and 35 feet of blank casing and then sanded the well annulus <br /> in accordance with County requirements The well completion details are shown on the <br /> accompanying boring log(Appendix A) Grouting was witnessed by Michael Infurna of EHD <br /> The well casing elevation was surveyed and all wells were monitored on August 18, 1998 Upon <br /> arrival at the site, the wells were opened and allowed to equalize with atmospheric pressure A <br /> Solinst water level meter was used to measure the depth to groundwater in the monitoring wells <br /> Depth measurements were recorded on the Well Monitor Report (Appendix B) and are shown in <br /> Table 1 The total depth of the wells was also measured and recorded After water depths were <br /> measured, a Grundfos submersibile pump was used to purge the wells of between three and five <br /> casing volumes, and the water was stored in DOT-approved drums in the southwest corner of the <br /> site. During purging, a Coring meter was used to measure pH, conductivity, and temperature, and <br /> these parameters were recorded on the Well Monitor Report <br /> After purging, samples were collected from each well. Three 40-m1 vials and one 1-liter amber <br /> bottle were collected from each, labeled, and placed in a cooled ice chest The samples were later <br /> transported to Excelchem for analysis The laboratory report is included in Appendix C <br /> 4.0 RESULTS <br /> 41 Depth to Groundwater <br /> The depth to groundwater has risen considerably since December 1997 (Table 1) Currently, the <br /> depth averages slightly less than 35 feet below grade The static water surface is now 11 to 13 <br /> feet above the screened interval in the first three wells, and approximately a foot over the screen <br /> 3 <br />
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