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ARCHIVED REPORTS_XR0007297
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545106
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ARCHIVED REPORTS_XR0007297
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Entry Properties
Last modified
12/19/2019 4:23:06 PM
Creation date
12/19/2019 4:09:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007297
RECORD_ID
PR0545106
PE
3529
FACILITY_ID
FA0003694
FACILITY_NAME
RIVER CITY PETROLEUM CARDLOCK
STREET_NUMBER
2211
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707050
CURRENT_STATUS
02
SITE_LOCATION
2211 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\wng
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EHD - Public
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E, y <br /> Monitoring Wells MW#4S and MW#4D were installed on the east side of Wilson Way in September of <br /> 2000 Also, monitoring wells MW#5D, MW#6S and MW#6D, MW#7S and MW47D were installed <br /> north and south of the pump islands in September of 2000 (see attached Site Map) <br /> Monitoring wells MW#8S and MW <br /> SD were installed in a single bore hole inside the existing building, � <br /> west of the pump islands on October 3, 2000 <br /> FIRST QUARTER 2001 MONITORING WELL SAMPLE ANALYSIS REPORT <br /> Sampled 3/16/01 <br /> WATER ANALYSIS OF SAMPLES FROM MONITORING WELLS <br /> On March 16, 2001, Del-Tech Geotechnical Support Services extracted water samples from each <br /> monitoring well using standard industry practices under the supervision of Foothill Engineering A report <br /> of this work by Del-Tech Geotechnical Support Services is attached and is apart of this report The water <br /> samples were transported on ice by chain of custody to Sherwood Labs for analysis by EPA Methods 602 <br /> and 5030/8015(M) for BTEX, and TPHg TPHd was analyzed by EPA Method 3510/8015(M) <br /> FINDINGS FROM GROUNDWATER SURFACE DETERMINATION <br /> The groundwater elevation on this site has raised about +/- 0 9' from the last sampling in December of <br /> 2000 The direction of flow is to the northeast at the time of this event The slope of the gradient is <br /> S = 0 001 (see attached site drawing) The groundwater elevation is three feet below last years <br /> measurement at the same time of the year The slope of the groundwater gradient for this event is to the <br />. Northeast The slope last year was to the Southeast, a change of 90 degrees <br /> FINDINGS FROM MONITORING WELL SAMPLE ANALYSIS <br /> The concentration of TPHg in monitoring wells MW#1, MW#2, MW#3 has reduced to less than a third <br /> of the concentrations reported at the same time last year Monitoring well MW#8S has reduced <br /> concentrations of TPHg by 50% from the third quarter of 2000 sampling event All of the deep <br /> monitoring wells (MW46D, MW#7D, MW#5D, and MW#8D) show reduced concentrations of TPHg <br /> over the last three events (See attached sample data recap sheets) The samples from the monitoring wells <br /> on the east side of Wilson Way continue to be non-detect <br /> For past events, analysis by EPA Method 8260 was reported as non-detect To conserve funds, water <br /> samples for this event and in the future will not be analyzed for EPA Method 8260, unless requested by <br /> the PHS-EHD <br /> CONCLUSIONS <br /> The significant lower concentrations of TPHg in the monitoring wells that represent first water, may be <br /> a result of lower elevation of the groundwater There continues to be a general downward trend in the <br /> levels of contamination in the groundwater of all monitoring wells from the first sampling event on <br /> 9/22/99 For the first time,monitoring well MW#7D has been analyzed as non-detect for all parameters <br /> RECOMMENDATIONS <br /> A review of groundwater receptors in the area of the site should be conducted to help determine the cause <br /> of the change in groundwater elevation and flow gradient direction <br /> 2 <br />
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