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2900 - Site Mitigation Program
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PR0508450
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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RI/FS Report Review -4- 5 July 1991 <br /> DDRW, Tracy <br /> accomplished in this RI Report. The requirements of the TPCA may readily be <br /> incorporated into the RI/FS process through the proposed cleanup work for the <br /> industrial waste lagoons and any additional work to be performed as part of a site-wide <br /> RI/FS. Any additional work required for the HAR may best be addressed in the work plan <br /> for the site-wide RI/FS. Any work needed for the HAR or for the cleanup of the lagoons <br /> can be deferred until the site-wide RI/FS is performed. Most of the requirements of <br /> the TPCA can probably be handled administratively. <br /> The soils work needed in each of the WMUs is not considered to be necessary information <br /> to complete the RI for VOC ground water contamination in the northern portion of the <br /> site. However, any future soils work should be designed for more than one purpose so <br /> that as much information may be collected as possible from one sampling round. Soils <br /> work in the WMUs must be conducted so that a remedial alternative may be developed and <br /> selected based on the soils analytical data. Future soil sample analyses should be for <br /> soluble concentrations of contaminants so that these data may be used to perform an <br /> environmental fate analysis, such as the Designated Methodology, to determine the <br /> potential threat to water quality posed by the residual waste constituents in the <br /> unsaturated zone. From this analysis, soil cleanup levels and potential remedial <br /> alternatives may be developed. <br /> Existing analytical data for total heavy metals concentrations may be used "^ an <br /> environmental fate analysis. Tracy may assume that the constituents are 100 PE;---';.it <br /> soluble and back calculate the soluble concentrations from the total concentrations, <br /> or Tracy may collect samples and analyze for both total and soluble concentrations and <br /> establish a ratio between the concentrations for each constitent of concern. This <br /> ratio may then be used to calculate the soluble concentrations using the existing total <br /> concentration data base. <br /> If the soils work to be performed for each WMU indicates that ground water may have <br /> been impacted, then monitor well will need to be installed immediately downgradient <br /> of the WMU. If it is determined that monitor wells are needed, then this information <br /> should be included as part of the site-wide RI/FS. <br /> FEASIBILITY STUDY <br /> Overall , the FS Report was well prepared and organized. The FS Report contained a <br /> section on applicable or relevant and appropriate requirements (ARARs) . My major <br /> concern with this section of the FS is that the TPCA was not considered as an ARAR. <br /> The TPCA must be added as an ARAR. In addition, discussions in the FS Report were <br /> unclear as to aquifer cleanup goals or remedial response objectives versus performance <br /> standards. It needs to be clarified that the aquifer cleanup goal is not the same as <br /> performance standards for the discharge of treated ground water. The proposed aquifer <br /> cleanup goal is 5 Fig/l , which is the Primary Drinking Water Standard for TCE and PCE. <br /> However, it is our position that the aquifer should be cleaned up to background <br /> conditions, within engineering and economic feasibility. We will provide Tracy with <br /> information on our ARARs under a separate cover letter. <br /> The FS proposed nine different ground water cleanup alternatives . Four of these <br /> alternatives were selected for a detailed analysis and comparison. These four <br /> alternatives were: no action (Alternative 1) , the designed IRM at 340 gallons per <br /> minute (gpm) (Alternative 3) , a 500 gpm pump and treat system (Alternative 5) and a 500 <br /> gpm pump and treat system with in-situ bioremediation (Alternative 8) . The pump and <br /> treat systems consisted of extraction, air stripping and reinjection. The recommended <br />
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