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ARCHIVED REPORTS_XR0005429
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0005429
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Last modified
5/5/2020 2:16:56 PM
Creation date
5/5/2020 1:32:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005429
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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EHD - Public
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C Quarterly Report - April 1995 <br /> CALIFORNIA FUELS CARDLOCK STATION <br /> 2402 Pacific Avenue <br /> Stockton, California <br /> 1.0. INTRODUCTION AND SCOPE OF WORK <br /> In accordance with a request from Mr. David Atwater of Van De Pol Enterprises, Advanced <br /> GeoEnvironmental, Inc (AGE) has prepared this Quarterly Report for 2402 Pacific Avenue (the <br /> site), Stockton, California The location of the site and the immediately surrounding area are <br /> illustrated on Figure I The 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 prex sous investigations at the site was included in the P1 elim?na?y Site Investigation and <br /> Evaluation Repo?t -August 1996 dated 09 September 1995 prepared by AGE <br /> I2 0. QUARTERLY MONITORING PROCEDURES <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 08 April 1998 the depth to ground water,,Nas measured in monitoring wells MW-1 through MW- <br /> 9,VW-1,AW-I and AW-2 (the monitoring«ells) from the top of each respective well casing to the <br /> nearest 0 01 foot utilizing a Solinst water level meter Ground water elevations from the monitoring <br /> wells were calculated by subtracting the measured depth to ground water from the surveyed casing <br /> elevations (Table 1) Ground water elevations with respect to mean sea level were plotted and <br /> contoured on a scaled site map (Figure 3) <br />' After water levels were measured, approximately six to twenty gallons (a minimum of three well <br /> volumes per well) of water were purged from the monitoring wells utilizing a two-stage submersible <br /> pump An ICM Model 52200 water analyzer was utilized to monitor temperature, pH and <br /> condiictivity of purged water at _regular purge volumes Dissolved oxygen content in the final purge <br /> water was measured using a YSI Model 55 Dissolved Oxygen Meter following stabilization of the <br /> produced water Stabilization data and field logs are included with Appendix A, dissolved oxygen <br /> field measurements are summarized in Table 2 Purged ground water was containerized in 55-gallon <br /> drums and stored on-site in an area lacking general public access <br /> .4dâ–ºanced GtoEnrironmcntal,lnc <br />
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