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ARCHIVED REPORTS_XR0002545
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_XR0002545
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Last modified
1/16/2020 6:09:44 PM
Creation date
1/16/2020 4:42:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002545
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
Tags
EHD - Public
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i <br /> • Quarterly Report - Second Quarter 2003 <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 quarterly ground water monitoring and preparation of this report The <br />' location of the site and the immediately surrounding area is illustrated on Figure 1 Structures and <br /> monitoring well locations on the site are illustrated on Figure 2 Site background information is <br /> provided in Appendix A <br /> I <br /> 2.0. PROCEDURES <br />' Field work was performed in accordance with guidelines issued b the California Regional Water <br /> P l� Y � <br /> Quality Control Board - Central Valley Region (CVRWQCB) for investigation of underground <br /> storage tank (UST) sites Ground water monitoring procedures were performed as outlined in the <br /> RESNA-prepared Assessment of Soil and Groundwater Contamination, dated 17 September 1993 <br /> . and approved by the San Joaquin County Environmental Health Department(EHD)by letter dated <br /> 28 September 1993 <br /> 2 1 WELL MONITORING AND PURGING <br /> On 02 June 2003, a Solinst water level meter was used to measure the depth to ground water in five <br /> ground water morutoring 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 Watera Hydrolift Pump was used to purge monitoring <br /> wells MW-1 through MW-4,MW-7, VW-3 and VW-4 of standing water and dedicated disposable <br /> plastic bailers were used to purge the remaining wells of standing water The wells were evacuated <br /> in order of least contaminated to most contaminated, based on previous monitoring data <br /> Between 17 and 20 gallons of water (a minimum of three casing volumes) were purged from <br /> monitoring wells MW-1 through MW-4, and between 9 and 12 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 3 5 gallons ofwater were removed from vapor extraction well VW-5B Ground water <br /> temperature,pH and conductivity were measured at regular intervals during the purge process using <br /> an Oakton water analyzer Purged water was stored on site in properly labeled, 55-gallon DOT- <br /> approved drums The field data sheets are included in Appendix B <br /> Advanced CeoEnvironmental,Inc. <br />
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