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ARCHIVED REPORTS_XR0007296
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545106
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ARCHIVED REPORTS_XR0007296
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Last modified
12/19/2019 4:23:06 PM
Creation date
12/19/2019 4:08:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007296
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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EHD - Public
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S <br /> ti <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,MW47S and MW#71)were installed north <br /> and south of the pump islands in September of 2000 (see attached Site Map) <br /> Monitoring wells MW#8S and MW8D were installed in a single bore hole inside the existing building,west <br /> of the pump islands on October 3, 2000 <br /> SECOND QUARTER 2001 MONITORING WELL SAMPLE ANALYSIS REPORT <br /> Sampled 6/19/2001 <br /> WATER ANALYSIS OF SAMPLES FROM MONITORING WELLS <br /> On June 19,Del-Tech Geotechnical Support Services extracted water samples from each monitoring well <br /> using standard industry practices under the supervision of Foothill Engineering A report of this work by <br /> Del-Tech Geotechnical Support Services is attached and is a part of this report The water samples were <br /> transported on ice by chain of custody to Sherwood Labs for analysis by EPA Methods 602 and <br /> 5030/8015(M) for BTEX, and TPHg TPHd was analyzed by EPA Method 3510/8015(M) <br /> FINDINGS FROM GROUNDWATER SURFACE DETERMINATION <br /> iThe groundwater elevation on this site has dropped about 4 5' from the last sampling done on March 16, <br /> 2001 The groundwater elevation is about five feet below the second quarter measurement of last year The <br /> slope of the groundwater gradient for this event is to the East at S=0 001 The slope last year at his date was <br /> to the Southeast, a change of 45 degrees <br /> FINDINGS FROM MONITORING WELL SAMPLE ANALYSIS <br /> The concentration of TPHg in monitoring wells MW#2,M W#3 returned to typical concentrations,from the <br /> extreme lows oflast quarter Monitoring well MW#8S produced lower TPHg is quarter MW47D,MW#7S, <br /> MW#6D, and MW#6S are non-detect for all analyzed compounds this quarter The monitoring wells <br /> (MW#4S&MW#4D)onthe eastside of Wilson Way indicated low concentrations ofanalyzed compounds <br /> for the first time this quarter (See attached sample data recap sheets) <br /> CONCLUSIONS <br /> The significant lower concentrations ofTPHg in the monitoring wells MW#7S and MW#6S maybe a result <br /> of lower elevation of the groundwater The plume has moved to the east and has reached both the shallow <br /> and deep wells on the eastside of Wilson Way The four monitoring wells near the center of the spill area <br /> continue to decline in concentration Monitoring wells MW#8S and MW#8D,directly west of the spill area, <br /> have declined to less than 20 percent of the original samples extracted in10/09/2001 <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 /> The groundwater sample results gathered by the last four groundwater sample events indicate that both the <br /> vertical depth and horizontal limits ofthe contamination have been reached and further investigation below <br /> 2 <br />
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