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2900 - Site Mitigation Program
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PR0545496
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Last modified
3/24/2020 3:26:09 PM
Creation date
3/24/2020 3:13:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Quarterly Report - First Quarter 2007 <br /> Former BLUE STAR GASOLINE STATION <br /> 4040 East Main Street, Stockton,California <br /> 1.0. INTRODUCTION <br /> At the request of Mr. Khalid Anber,Advanced GeoEnvironmental, Inc. (AGE) has prepared this <br /> report of environmental activities conducted at 4040 East Main Street, Stockton, California(site). <br /> The scope of work included the performance of a quarterly ground water monitoring event, <br /> submission of monitoring and analytical data to the State Water Resources Control Board's <br /> GeoTracker information management system, and preparation of this report. The site and <br /> surrounding area are illustrated on Figure 1;soil borings,former underground storage tanks(USTs), <br /> and monitoring well locations are illustrated on Figure 2. Site background information is included <br /> in 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 and by the San Joaquin County Environmental Health Department(EHD)for the sampling of <br /> ground water monitoring wells. Ground water monitoring and sampling procedures were outlined <br /> in the AGE-prepared Revised Monitoring Well Installation Workplan, dated 19 March 2004. <br /> 2.1. WELL MONITORING AND EVACUATION <br /> On 12 March 2007, the depths to ground water in monitoring wells MW-1 through MW-3 were <br /> measured from the tops of the well casings (well heads) to the nearest 0.01-foot utilizing a Solinst <br /> water level meter. Ground water elevation in each well was calculated by subtracting the measured <br /> depth to ground water from the surveyed casing elevation (Table 1). After water levels were <br /> measured, approximately 9.5 to 12 gallons of water(a minimum of three casing water volumes per <br /> well) were purged from wells MW-1 through MW-3 using a Waterra inertia pump and dedicated <br /> tubing. <br /> Ground water temperature,pH,and conductivity were measured for stabilization at regular intervals <br /> during purging using an Oakton water analyzer. Field sheets and data are included in Appendix B. <br /> Purged water was stored on-site in properly labeled,Department of Transportation(DOT)-approved <br /> 55-gallon drums pending proper disposal. <br /> 2.2. COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> Ground water samples were collected from each well using the dedicated WaTerra tubing after <br /> Advanced GeoEnvironmental,Inc. <br />
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