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ARCHIVED REPORTS_XR0012032
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012032
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Last modified
10/10/2020 10:53:05 PM
Creation date
7/9/2020 8:30:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012032
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 - December 1997 <br /> TOP FILLING STATION <br /> 101 South Wilson Way <br /> Stockton, California <br /> 1.0 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 />' 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 prepared <br /> in accordance with guidelines established by the San Joaquin County Public Health Services - <br /> LEnvironmental Health Division(PHS-EHD) and the Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) for investigation of underground storage tank (UST) Sites A summary of <br />' 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 PROCEDURES <br />' 2 1 MONITORING WELL PURGE PROCEDURES <br /> On 12 December 1997 the depth to ground water in monitoring wells MW-1 through MW-5, V W- <br /> 1C, VW-2A and VW-3A as measured from the top of the well casings to the nearest 0 01 foot <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 Ievel were plotted and contoured on a <br /> scaled site map (Figure 3) <br /> After water levels were measured, approximately 8 to 15 gallons of ground water (a minimum of <br /> three well volumes per well)were removed from wells MW-l through MW-5,V W-1 C,VW-2A and <br /> VW-3A utilizing a Grundfos Redi-Flo II submersible pump Temperature,pH and conductivity were <br />' measured at regular intervals from each well using an ICM Model 52200 water analyzer, to monitor <br /> for stabilization of these characteristics during purging Dissolved oxygen was measured at each well <br /> using a YSI Model 55 Dissolved Oxygen Meter following stabilization of the produced water <br />' Stabilization data and field logs are included with Appendix A,dissolved oxygen field measurements <br /> are summarized in Table 2 Purged ground water was containerized in 55-gallon drums and stored <br /> on-site in an area lacking general public access <br /> Adâ–ºa"ced GeoEn\ironmental,Inc <br />
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