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ARCHIVED REPORTS_GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
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ARCHIVED REPORTS_GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
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Last modified
3/30/2020 2:10:34 PM
Creation date
3/30/2020 1:50:55 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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3.5.4 UP-GRADIENT WELLS <br /> Wells MW-9 and MW-19 are used to verify concentration trends up gradient of the site. <br /> With the exception of the periodic low-level TPHd detections in both wells and <br /> low-level MTBE detection in well MW-9, these wells do not contain petroleum <br /> constituents and are sampled annually. Both wells contained TPHg during the third <br /> quarter 2010 sampling event: 90 µg/l, in MW-19 (the laboratory noted that the analyte <br /> was present in the associated method blank) and 48 µg/L in MW-19 (detection is below <br /> the reporting limit and estimated). <br /> 3.5.5 DEEPER WATER-BEARING ZONE WELL <br /> Well DW-2 is used to verify concentration trends down gradient and within a deeper <br /> water-bearing zone. Historically,TPHd, TBA, and DIPE have been detected in this well, <br /> and current detections are within historical ranges for those constituents. <br /> 3.6 GWE SYSTEM PERFORMANCE <br /> Based on the groundwater analytical data collected from well MW-1, the GWE system <br /> removed approximately 3.3 pounds TPHg, 0.4 pounds benzene, and 2.7 pounds MTBE <br /> during the second half of 2010. <br /> As of December 20, 2010, approximately 11,543,933 gallons of groundwater have been <br /> extracted (Table 3). During the second half of 2010, approximately 16,543 gallons of <br /> groundwater were treated. The GWE system flow rates averaged 0.05 gallons per <br /> minute. <br /> 3.6.1 OPERATIONAL ISSUES <br /> There were no operational issues. <br /> 3.6.2 SYSTEM EFFECTIVENESS <br /> As discussed in previous reports, the relatively stable MTBE concentrations since <br /> August 2006 suggest that pumping from well MW-1 is ineffective. Several requests to <br /> 241729(28( 7 CONESTOGA-ROVERS&ASSOCIATES <br />
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