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ARCHIVED REPORTS_XR0012022
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012022
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Last modified
10/10/2020 10:49:28 PM
Creation date
7/9/2020 8:25:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012022
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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Quarterly Report - First Quarter 2000 <br /> TOP FILLING STATION <br /> 101 South Wilson Way, Stockton, California <br /> IL.O. INTRODUCTION <br /> Advanced GeoEnvironmental, Inc (AGE)has prepared this Quarterly Report for 101 South Wilson <br /> IWay, Stockton, California The site setting is Illustrated on Figure 1 Site structures and monitoring <br /> well locations are depicted on Figure 2 <br /> The objective of the work was to monitor dissolved petroleum hydrocarbon concentrations in ground <br /> water and to characterize ground water flow direction and gradient on the site This report is prepared <br />' in accordance with guidelines established by the San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and by the Central Valley Regional Water Quality <br /> Control Board(CVRWQCB) for investigation of underground storage tank(UST) sites A summary <br /> of previous investigations at the site was included in the Quarterly Report- October 1996, dated 22 <br /> November 1996, prepared by AGE <br /> 2.0. QUARTERLY MONITORING AND SAMPLING PROCEDURES <br /> On 31 March 2000, ground water monitoring and sampling was performed at wells MW-1 through <br /> MW-5, VW-IC, VW-2A and VW-3A Ground water monitoring procedures for the site were <br /> outlined in Work Plan Addendum, dated 08 November 1995 and approved by the PHS-EHD by <br /> letter dated 27 November 1995 <br />' 2 1 MONITORING WELL PURGE PROCEDURES <br />' Depths to ground water were measured m each well from the tops of the well casings at the site to <br /> the nearest 0 01 foot utilizing a Solinst water level meter The ground water elevation in each well <br /> at the site was calculated by subtracting the measured depth to ground water from the surveyed <br />' casing elevation(Table 1) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 3) <br />' After water levels were measured, approximately 10 to 14 gallons of ground water(a minimum of <br /> three casing water volumes per well) were removed from wells MW-I through MW-5, VW-1C, <br /> VW-2A and VW-3A utilizing a submersible pump Temperature, pH and conductivity were <br />' measured for stabilization at regular purge-volume intervals from each well using a Hydac water <br /> analyzer Field data and logs are included with Appendix A Purged ground water was containerized <br /> in 55-gallon drums and was stored on-site in an area lacking general public access <br /> Advanced GeoEnvironmenial,Inc <br />
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