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ARCHIVED REPORTS_XR0012031
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012031
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Last modified
10/10/2020 10:53:15 PM
Creation date
7/9/2020 8:30:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012031
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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EHD - Public
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Quarterly Report - March 1998 <br /> • TOP FILLING STATION <br /> 101 South Wilson Way <br /> Stockton, California <br /> I1.0 INTRODUCTION <br /> In accordance with a request from Mr Ed Endich of Top Filling Station, Advanced <br /> GeoEnvironmental, Inc (AGE)has prepared this Quarterly Report for 101 South Wilson Way(site), <br /> I Stockton, California The location of the site and the immediately surrounding area are illustrated <br /> on Figure 1 Site structures and monitoring well locations are shown 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 <br /> prepared in accordance with guidelines established by the San Joaquin County Public Health <br /> Services - Environmental Health Division (PHS-EHD) and the Central Valley Regional Water <br /> Quality Control Board(CVRWQCB) for investigation of underground storage tank (UST) sites A <br /> summary of previous investigations at the site was included in the Quatterly Report- October 1996, <br /> dated 22 November 1996, prepared by AGE <br /> 2.0 QUARTERLY MONITORING PROCEDURES <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 12 March 1998,the depth to ground water was measured to the nearest 0 01 foot from the tops <br /> of the well casings in monitoring wells M w-1 through MW-5, VW-1C, V W-2A and VW-3A <br /> utilizing a Solinst water level meter Ground water elevations from MW-1 through MW-5 were <br /> calculated by subtracting the measured depth to ground water from the surveyed casing elevations <br /> (Table 1) Ground water elevations with respect to mean sea level were plotted and contoured on a <br /> scaled site map (Figure 3) <br /> After water levels were measured, approximately 8 to 16 gallons of ground water (a minimum of <br /> three well volumes per well),A ere removed from wells MW-1 through MW-5, VW-1 C,VW-2A and <br /> VW-3A utilizing a Grundfos Redi-Flo Il submersible pump Temperature,pH and conductivity were <br /> rmeasured for stabilization at regular intervals from each well using an ICM Model 52200 water <br /> analyzer Dissolved oxygen in purged water was measured at each well using a YSI Model 55 <br /> Dissolved Oxygen Meter at the conclusion of the purge process Stabilization data and field logs are <br /> included with Appendix A,dissolved oxygen field measurements are summarized in Table 2 Purged <br /> ground water was containerized in 55-gallon drums and was stored on-site in an area lacking general <br /> public access <br /> Advanced GeoEnviren mental,Inc <br />
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