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ARCHIVED REPORTS_XR0007295
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545106
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ARCHIVED REPORTS_XR0007295
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Entry Properties
Last modified
12/19/2019 4:24:14 PM
Creation date
12/19/2019 4:08:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007295
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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t- <br /> Monitoring Wells MW#4S and MW44D 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 MW#7D were installed north <br /> and south of the pump islands in September of 2000 (see attached Site Map) <br /> Monitonng 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 /> THIRD QUARTER 2001 MONITORING WELL SAMPLE ANALYSIS REPORT <br /> Sampled 9/13/2001 <br /> WATER ANALYSIS OF SAMPLES FROM MONITORYNG WELLS <br /> On September 13, 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 a part of this report The water <br /> samples were transported on ice by chain of custody to Sherwood Labs for analysis by Method S W8020 for <br /> BTEX, and TPHg <br /> FINDINGS FROM GROUNDWATER SURFACE DETERMINATION <br /> The groundwater elevation on this site has dropped about 11 5'from the sampling done on March 16,2001 <br /> and T from June 19,2001 The groundwater elevation is about 5'below the third quarter measurement of <br /> last year The slope of the groundwater gradient for this event is to the northeast at S = 0 001 <br /> FINDINGS FROM MONITORING WELL SAMPLE ANALYSIS <br /> The concentration of TPHg in monitoring wells MW#2, MW#3 are lower than last quarter MW#1 has a <br /> higher concentration of TPHg than it had in the second quarter Monitoring wells MW#8S and MW#8D <br /> remain in the same range as last quarter MW#7D,MW#7S,and MW#6Dare non-detect for all analyzed <br /> compounds this quarter The monitoring wells(M W#4S&MW#4D)on the eastside of Wilson Way have <br /> returned to non-detect status for all analyzed compounds (See attached sample data recap sheets) <br /> CONCLUSIONS <br /> The continued non-detect status of TPHg in the monitoring wells MW#7S and MW#6S may be a result of <br /> lower elevation of the groundwater The plume has changed direction of flow and both the shallow and deep <br /> wells(MW#4S&MW#4D)on the eastside of Wilson Way have returned to non-detect status from detect <br /> status of last quarter The four monitoring wells near the center of the spill have remained in the same range <br /> of concentrations for each analyte as the second quarter samples Monitoring wells MW#8S and MW#8D, <br /> directly west of the spill area, have remained in the same range as last quarter <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 of the contamination have been reached and further investigation below <br /> 2 <br />
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