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2012 Annual Groundwater Monitoring and Evaluation Report <br /> Full-Scale In Situ Hexavalent Chromium Reduction Treatment Implementation <br /> Former Marley Cooling Tower Site, Stockton,California February 2013 <br /> 5.0 GROUNDWATER TREATMENT ACTIVITIES <br /> This section presents a summary of the supplemental groundwater treatment completed in 2012. <br /> As discussed in the RAIWP (MWH, 2007b), it was anticipated that supplemental treatment (re- <br /> dosing) would be necessary after the full-scale in situ injection program in 2008 to address <br /> certain locations within the source area or groundwater plume where Cr concentrations remained <br /> elevated. Following a review of groundwater data through January 2012, SPX finalized a work <br /> plan for supplemental injection to address Cr in the Intermediate Zone in the South Yard area <br /> (MWH, 2012). The work plan was updated iteratively prior to finalization to address comments <br /> from DTSC. <br /> 5.1 SUPPLEMENTAL INJECTION BORINGS <br /> The supplemental injection program consisted of 10 vertical boring and injection locations, and <br /> was implemented from July 23 through August 24, 2012. Boring locations are shown on Figure 3 <br /> and depth intervals and injection volumes for each borehole are presented in Table 8. Eight <br /> borings were used for injection into the Intermediate Zone (S-8 through S-17), and two (S-11 and <br /> S-15)were used to inject into both the Shallow and Intermediate zones. <br /> Soil borings were advanced by sonic drilling technology to the bottom of the shallowest injection <br /> interval and the drill stem was pulled back to the top of the injection interval, exposing the target <br /> injection zone. Treatment solution, consisting of 2 percent alcohol, 3 percent CaSx solution, and <br /> 95 percent potable water, was injected into the open interval until the target volume (Table 8) <br /> was achieved. This process was repeated for each subsequent deeper injection interval (i.e., <br /> borings and injection proceeded from shallow to deep intervals). The treatment solution was the <br /> same mixture that was injected into the deeper soil borings during the full-scale in situ <br /> remediation program in 2008. Drilling and injection activities were performed by Cascade <br /> Drilling under the supervision of an engineer or geologist from MWH. <br /> To produce the reductant solution, ethanol and CaSX were mixed and stored in a series of three <br /> 6,500-gallon poly tanks. The ethanol and CaSX solution were blended with hydrant water via <br /> dosing meters calibrated to deliver approximately 12.5% by volume. Flow meters located before <br /> and after the dosing meters were utilized to check and calibrate the dosing meters to maintain the <br /> (D MWH:6: <br /> 5-1 <br />