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ARCHIVED REPORTS_2011 REVISED FEASABILITY STUDY
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2900 - Site Mitigation Program
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PR0009051
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ARCHIVED REPORTS_2011 REVISED FEASABILITY STUDY
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Last modified
2/5/2020 2:26:35 PM
Creation date
2/5/2020 10:37:50 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011 REVISED FEASABILITY STUDY
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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Soil gas samples collected from well PSG-21 in December 2007, March 2008, June <br /> 2008, and August 2008 were below the residential CHHSL for TCE during all four <br /> sampling events (Table A.3-1). The TCE concentrations varied from 15 lag/m3 to 35 <br /> Pg/M3 during this period, remaining below the TCE CHHSL throughout any seasonal <br /> variations. Well PSG-21 lies between the Site and the adjacent property to the west, <br /> thus it is located such that COCs volatilizing from groundwater beneath the site would <br /> likely be detected in the well if such a process were occurring. Based on the lower soil <br /> vapor concentrations observed at PSG-21, the much higher TCE soil vapor <br /> concentrations at SG-22 and SG-7 were deemed unrelated to migration of TCE from the <br /> Site and could be related to an isolated off-site source (Figure A.3-3). <br /> TCE concentrations in shallow soil gas samples from borings within vacant properties <br /> near the Site (SG-1, SG-9 and SG-10) did not exceed the commercial/industrial CHHSLs <br /> for shallow soil gas (Table A.3-1). SG-1 was located near the M-6 groundwater <br /> monitoring well cluster and SG-9 and SG-10 were located nearest to former vapor <br /> extraction wells VE-9 through VE-12. Because the property is currently zoned for <br /> industrial use, commercial/industrial CHHSLs were applied and TCE concentrations in <br /> this area were below thresholds of concern for risks to human health. <br /> 3 CONCLUSIONS <br /> Nestle installed the Site SVE system to remove VOCs within in the vadose zone beneath <br /> the former decaffeination facility and nearby areas. The system was effective and the <br /> vadose zone in the area of the Site has been remediated to the extent feasible using <br /> SVE. Following the termination of SVE activities in December 1999, the following <br /> conclusions regarding the effectiveness of SVE have been established: <br /> 1. The SVE system(s) have successfully removed VOC vapors from the vadose <br /> zone beneath the Site. Over 880 pounds of VOCs were removed from the <br /> vadose zone based upon a review of mass removal rates. <br /> 2. Post-remediation investigations and soil vapor sampling in 2006 through 2008 in <br /> the area of the Site confirm the lack of soil vapor impacts in shallow soil gas <br /> samples, above levels of concern with regard to indoor air exposure levels for <br /> commercial/industrial property. <br /> 3. Since the successful completion of SVE activities and post-remediation sampling, <br /> active remediation has been focused on extraction and treatment of impacted <br /> groundwater to target the remaining VOCs beneath the Site. SVE would not be <br /> effective as a groundwater treatment technology for the Site because VOCs <br /> below the water table would have to move by diffusion to the water table <br /> interface and then volatilize before being removed by SVE. These are very slow <br /> processes and therefore SVE is not recommended to address VOCs in <br /> groundwater. <br />
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