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ARCHIVED REPORTS_XR0002538
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0542014
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ARCHIVED REPORTS_XR0002538
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Last modified
1/16/2020 5:42:50 PM
Creation date
1/16/2020 4:38:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002538
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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1 Quarterly Report - Third Quarter 2004 <br /> LARRY'S AUTO <br />' 308 North Grant Street, Stockton, California <br />' 1.0 INTRODUCTION <br /> At the request of Mr Charles Skobrak,Advanced GeoEnvironmental,Inc (AGE)has prepared this <br />' quarterly report for the property located at 308 North Grant Street, Stockton, California(site) The <br /> scope of work Included a quarterly groundwater monitoring event and preparation of this report The <br /> location of the site and the surrounding area are Illustrated on Figure 1 Structures and monitoring <br />' well locations at the site are Illustrated on Figure 2 Site background information is provided in <br /> Appendix A <br /> 2.0. PROCEDURES <br />' Field work was performed in accordance with guidelines Issued by the Central Valley Regional <br /> Water Quality Control Board(CVRWQCB)for the investigation of underground storage tank(UST) <br />' sites Procedures for the sampling of the monitoring and extraction wells were described in the AGE- <br /> prepared Work Plan Addendum, dated 15 December 1995, and Quarterly Report -August 1997 <br />' 2 1 WELL MONITORING AND PURGING <br />' On 08 September 2004, a Solinst water level meter was used to measure the depth to ground water <br /> In five ground water monitoring wells and five vapor extraction wells relative to the tops of the well <br /> casings The ground water elevations and gradient were determined from this data (Table 1) <br />' After recording water level measurements,a Waterra Hydrolift Pump was used to purge monitoring <br /> wells MW-1 through MW-4, MW-7, VW-3, and VW-4 of standing water, dedicated disposable <br />' plastic bailers were used to purge the remaining wells of standing water The wells were generally <br /> evacuated in order of least contaminated to most contaminated,based on previous monitoring data <br /> Between 13 5 and 18 gallons of water(a minimum of three casing-water volumes)were purged from <br /> monitoring wells MW-1 through MW-4, and between 8 and 10 5 gallons of water were purged from <br />' monitoring well MW-7 and vapor extraction wells VW-2B, VW-3, VW-4, and VW-5C <br /> Approximately 2 25 gallons of water were removed from vapor extraction well VW-5B Ground <br /> water temperature,pH,and conductivity were measured at regular intervals during the purge process <br />' using an Oakton water analyzer Purged water was stored on-site in properly labeled, Department <br /> of Transportation (DOT)-approved 55-gallon drums The field data sheets are included in <br /> Appendix B <br />' Advanced GeoEnveronmental,Inc <br />
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