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ARCHIVED REPORTS_MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
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ARCHIVED REPORTS_MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
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Last modified
3/4/2020 1:37:52 PM
Creation date
3/4/2020 12:03:19 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> PSC drilled and installed wells CT-MW-8-87 and CT-MW-9-120 at the Site in June 2009. A <br /> ' third well installation was attempted near CT-MW-8-87, but no sandy permeable or saturated <br /> soils were encountered beneath 87 feet bgs and no well was installed. Soil samples from the <br /> well CT-MW-8-87 and boring CT-8-130 showed no detectable concentration except for minor <br /> concentrations of TBA from 45 to 81.5 feet bgs. Soil samples from well CT-MW-9-120 had <br /> minor concentrations of benzene and xylenes. <br /> Results of groundwater samples collected on July 22, 2009 indicate that groundwater in the <br /> well CT-MW-8-87 is impacted by TPH-g at 290 µg/L. Benzene concentration in this well <br /> was detected just above reporting limits. Minor concentrations of MTBE and TBA were also <br /> I detected. Groundwater samples collected on this date from well CT-MW-9-120 also <br /> indicated low level TPH-g and benzene concentrations. Minor concentrations of DIPE and <br /> TBA were also detected. Samples collected in October 2009 from these wells were similar <br /> ' except that benzene was not detected in well CT-MW-8-87 and TPH-g was not detected in <br /> well CT-MW-9-120. <br /> PSC agrees with the preliminary conclusion from Shaw made in the 2008 Pilot Test Report <br /> that the duration of the test was too short. In addition, it appears that injection pressures used <br /> during the second day of the pilot test may have fractured the soil and created preferential <br /> pathways. This would have affected results of additional testing during the treatability test <br /> conducted later. Therefore, PSC does not agree with the opinion that biosparging would have <br /> been an ineffective remedy for the Transmission Shop. <br /> The AS/SVE system used at the Former Dolly Madison site appears to be effectively <br /> removing petroleum hydrocarbons from the subsurface. The results of air sparging on this <br /> system has not yet been demonstrated. If the proper injection pressures and flow rates are <br /> used, air sparging should increase the effectiveness of the system. <br /> Baseline conditions for the Site appear to be conducive to implementation of the biosparging <br /> remedy. The stratified soil beneath the site complicates pilot testing, treatability testing, or <br /> implementation of this remedy. Testing should be performed in the "A" and `B" zones. <br /> Locations for testing should be selected in areas of significant "A" and `B" zone impact <br /> I where a sufficient number of monitoring wells are located. Care should be taken during <br /> testing to keep injection pressure at 5 to 10 psig above the breakthrough pressure calculated <br /> for the depth of the sparge point. <br /> tPSC still believes that biosparging will be an effective remedial alternative for petroleum <br /> hydrocarbons beneath the Site. PSC also believes this would be an effective remedial <br /> alternative for the commingled plume. This alternative should be considered by the <br /> commingled plume consultant and the technical committee after a SCM is completed. <br /> Monitoring Well Installation <br /> and <br /> BioSparge Evaluation Report <br /> Prepared For:Sara Lee Bakery Group,Inc. 20 Prepared By:PSC Industrial Outsourcing,LP <br /> Sara Lee—Lincoln Street 2009 12 03-MW Installation&BioSparge Evaluation Report(Final).doc Report Date:December 3,2009 <br />
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