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ARCHIVED REPORTS_XR0005435
Environmental Health - Public
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ARCHIVED REPORTS_XR0005435
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Last modified
5/5/2020 2:18:33 PM
Creation date
5/5/2020 1:35:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005435
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Quarterly Report <br /> I December 1996 <br /> CALIFORNIA FUELS CARDLOCK STATION <br /> 2402 Pacific Avenue, Stockton, California <br /> 10. INTRODUCTION AND SCOPE OF WORK <br /> In accordance with the request of Mr David Atwater of Van De Pol Enterprises, Advanced <br /> GeoEnvironmental, Inc (AGE), has performed quarterly ground water monitoring activities at 2402 <br /> Pacific Avenue, Stockton, California (the site) <br /> This report details the monitoring and sampling procedures performed on 02 December 1996, and <br /> presents the results of the laboratory analysis The objective of the sampling is to monitor <br /> concentrations of petroleum hydrocarbons in ground water at the site A summary of previous <br /> investigations at the site was included in the Pi ehnnnary Investigation and Evaluation Repof t - <br /> IAugust 1996, dated 09 September 1996, prepared by AGE The location of the site and the <br /> immediately surrounding area are illustrated on Figure 1 -Location Map General site features and <br /> monitoring well locations are shown on Figure 2 - Site Platt <br /> The monitoring and sampling was performed in accordance with San Joaquin County Public Health <br /> Sen ices - Environmental Health Division (PHS-EHD) and Regional Water Quality Control Board <br /> (RWQCB) guidelines for the investigation of underground storage tank (UST) sites <br /> 2 0. PROCEDURES <br /> 2 1 MONITORING WELL PURGE PROCEDURES <br /> On 02 December 1996, the depth to ground water in monitoring wells NIW-1 through MW-4 was <br /> measured to the nearest 0 01 foot from the tops of the well casings utilizing a Solinst water level <br /> meter Relative ground water elevations were calculated by subtracting the depth to ground water <br /> from the relative casing elevations surveyed from a temporary benchmark assigned an arbitrary <br /> elevation (Table 1- Relative Giound Water Elevations) Relative ground water elevations were <br /> plotted and contoured on a scaled site map (Figure 3-Relative Ground Water Elevation Map) <br /> After water levels were -measured, a minimum of three xveil ofom,,mrl xxrater-. gas mirgerrl <br /> from each well using a two-stage pump Approximately five to eight gallons of water was removed <br /> from well MW-1 through MW-4 <br /> Temperature, pH and conductivity were measured at regular intervals from each well using an ICM <br /> Model 52200 water analyzer Stabilization data and field logs are contained in Appendix A Purged <br /> 1 0 ground water was labeled and stored in 55-gallon drums on-site in an area lacking public <br />
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