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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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. EXECUTIVE SUMMARY <br /> Upgradient Environmental Consultants visited the Valley Motors dealership on August 14 to <br /> supervise the installation of groundwater monitor well VM-4 and again on August 18, 1998 to <br /> measure water depths and collect groundwater samples from the four on-site morutor wells Well <br /> VM-4 was drilled in March,but the borehole was left open with the permission of San Joaquin <br /> County Environmental Health Division(EHD)pending the County's review of the laboratory <br /> results of soil samples collected at that time By verbal communication in late July, Michael Infuma. <br /> of EHD authorized Upgradient to complete the boring as a well by installing screened PVC casing <br /> from 35 to 55 feet The well installation was performed by V & W Drilling and was witnessed by <br /> Mr Infurna. <br /> The depth to groundwater has decreased by more than six feet since the last monitoring in <br /> December 1997, and measurements indicate that groundwater continues to flow in an east-northeast <br /> direction The data indicate that the gradient is steeper in the northern part of the site near VM-4 <br /> than in the southern part of the site near VM-3 The difference appears to be related to the <br /> permeability of the water-beanng zone In the north, low-permeability clay near the ground surface <br /> forms a slight confining layer,causing the static water surface to be slightly deeper than in the <br /> southern part of the site <br /> After measuring the depth to groundwater in all four wells, 20 to 25 gallons of water were pumped <br /> from each well and contained in 55-gallon drums Water samples were then collected with <br /> disposable Teflon bailers, poured into 40-rn1 vials and 1-liter amber bottles, and preserved for <br /> laboratory analysis The samples were analyzed for TPH-gasoline and IPH-diesel using EPA <br /> method 602, for BTEX using EPA method 8020, and for five oxygenates using EPA method <br /> 8240B Gasoline and BTEX were detected to all four wells, including VM-3, in which very little <br /> contamination had been previously detected Since samples were last collected in December 1997, <br /> BTEX and TPH-g concentrations have risen significantly in all wells,particularly VM-2, which is <br /> the closest well to the point of the unauthorized release (the gasoline dispenser) The gasoline and <br /> BTEX data suggest that groundwater has become more contaminated since the early 1998 rise in <br /> the static water level into the zone of residual soil contamination, and that contaminants have begun <br /> to migrate to the east At this time, no gasoline oxygenates have been detected, but the high <br /> concentrations of gasoline required the laboratory to dilute the samples, thereby elevating the <br /> detection limits for oxygenates <br /> In accordance with previous communications regarding the analysis for chlorinated hydrocarbons, <br /> the water samples were not analyzed for these contaminants It is presumed that the concentrations <br /> of these compounds continue to exceed regulatory limits <br /> Due to the evidence of increasing and migrating groundwater contamination, we cannot <br /> recommend site closure at this time Rather, we recommend that steps be taken to collect the data <br /> that are needed to complete a Problem Assessment Report so that regulatory agencies can evaluate <br /> the site and determine what, if any, remediation might be needed <br /> 1 <br />
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