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ARCHIVED REPORTS_XR0006394
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ARCHIVED REPORTS_XR0006394
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Last modified
4/7/2020 1:12:10 PM
Creation date
4/3/2020 4:57:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006394
RECORD_ID
PR0528433
PE
2957
FACILITY_ID
FA0019174
FACILITY_NAME
CHEVRON SERVICE STATION 9-6171
STREET_NUMBER
6633
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741048
CURRENT_STATUS
02
SITE_LOCATION
6633 PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I S E C O R <br /> IConceptual Site Model <br /> Chevron Service Station #9-6171 <br /> March 25, 2005 <br /> IPage 10 <br /> 4.0 GROUNDWATER MONITORING AND SAMPLING <br /> I <br /> Groundwater monitoring and sampling has been ongoing since January 1987 During this <br /> time, the observed groundwater elevation fluctuations appear to be controlled by pumping <br /> of city and state owned public drinking water supply wells in the Immediate area (Table 6) <br /> Between 1990 and 1999, groundwater elevations increased approximately 24 feet This <br /> overall change in groundwater elevation was calculated using the groundwater elevations, <br /> with respect to mean sea level (MSL), for the highest recorded value in September 1990 <br /> and the lowest recorded value in May 1999 from MW-4 From 2001 to 2004, groundwater <br /> elevations in the shallow A-Zone aquifer, in general, decreased approximately 6 feet, <br /> causing several of the monitoring wells installed in 2001 to go "dry" This has prevented <br /> sampling of several of the monitoring wells for several quarters <br /> Although the groundwater flow direction has been shown to vary, the principal historical <br /> groundwater flow direction has been reported to the southeast (Figure 6) To determine the <br /> I effects, if any, of withdrawal of water from the system on the groundwater flow direction, <br /> two rose diagrams were created that match the time spans described above Plots of <br /> chemical concentration versus time are shown in Figures 7 through 17 Plots of chemical <br /> Iconcentration versus distance from the site are shown on Figures 18 and 19 <br /> Concentrations reported as non-detect are considered as zero values for graphing <br /> purposes in Figures 7-19 Breaks In the trend Imes indicate sampling events where a <br /> Iparticular constituent was not included in the laboratory analyses, that the well was <br /> inaccessible, or that the well contained insufficient water to sample Historical groundwater <br /> monitoring and sampling data are presented in Appendix A <br /> I <br /> 41 Chemical Concentrations versus Time <br /> IConcentrations of TPHg have typically declined in well MW-8 since monitoring and <br /> sampling began in 1991 Concentrations of benzene have typically declined in wells MW-2, <br /> MW-3, MW-4, MW-5, MW-6, and MW-7 since monitoring and sampling began in 1991 <br /> Concentrations of MtBE have typically declined in wells MW-2, MW-3, MW-4, MW-5, MW-6, <br /> MW-7, MW-8, and MW-11D since monitoring and sampling began in 1991 Concentrations <br /> r of TPHg have typically increased in wells MW-2, MW-3, MW-4, MW-5, MW- 6, MW-7, MW- <br /> 10, MW-11D, MW-13, and MW-14 since monitoring and sampling began In 1991 Benzene <br /> has never been detected in wells MW-8, MW-10, MW-11D, MW-13, and MW-14 MtBE has <br /> never been detected in wells MW-10, MW-13, and MW-14 <br /> I <br /> I <br /> IN(Files\Pro)ects\Chevron\Retadl#9-61711Site Conceptual Model\FINAL_CSM doc <br />
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