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bioventing pilot study indicated that the bioventing was not successful in overcoming the anaerobic <br /> conditions and could not provide sufficient air flow through the fine-grained soils to successfully promote <br /> biodegradation. Hart Crowser concluded that bioventing would not be an appropriate technology to address <br /> the petroleum hydrocarbons contained in the silty soil. <br /> The results of the biosparging pilot study indicated that it was feasible to sparge air into the saturated zone; <br /> however, the radius of influence of each injection point was small. Therefore, to effectively address the <br /> hydrocarbons in the silty clay, numerous injection points would be required. This technology therefore <br /> appears infeasible for the facility because: (1) it is not able to effectively address the hydrocarbons in the <br /> silty clay soil, which contains the bulk of the hydrocarbons, without numerous, closely spaced injection <br /> points; (2) the numerous injection points will likely cause groundwater mounding beneath the Facility and <br /> the current stability of the plume would be disrupted; and (3) the technology could not effectively address <br /> the hydrocarbons beneath Tank 3302. <br /> Monitored Natural Attenuation. MNA relies on natural processes to achieve site specific remedial <br /> objectives. Natural attenuation processes include biodegradation, dispersion, dilution, sorption, <br /> volatilization, and chemical or biological transformation or destruction of constituents. Following the results <br /> of the Groundwater Characterization Results Report(Ash Creek, 2006b), an evaluation of the potential for <br /> NINA was completed (Ash Creek, 2008). As detailed in Section 2.5, results of the evaluation showed that <br /> even with residual petroleum hydrocarbons present near AST 3302, the extent of dissolved-phase + <br /> hydrocarbons has been steadily decreasing due to both aerobic and anaerobic microbial degradation. The <br /> evaluation determined that MNA would be an effective remedial option for addressing petroleum <br /> hydrocarbons and MTBE near and downgradient of the Facility. <br /> Ozone Injection. Ozone is the tri-atomic form of oxygen. Ozone has a high oxidation potential and can <br /> remediate petroleum hydrocarbons via chemical oxidation or by enhancing biological oxidation. Ozone can <br /> be introduced to the subsurface as either a gas (e.g., ozone sparging) or liquid (e.g., liquid ozone injection). <br /> The STTC conducted a pilot study of ozone injection (SECOR, 2003) and has implemented a full-scale <br /> ozone barrier wall. However, the STTC has not recommended this as a source area remedy because <br /> ozone can be corrosive to buried pipelines and other utilities and may not be safe for use within the active <br /> bulk terminals area. <br /> Groundwater Extraction and Treatment. Groundwater extraction and treatment systems are most <br /> effectively implemented to maintain hydraulic control of dissolved-phase constituents. In the Addendum to <br /> Cleanup Plan(Ash Creek, 2007) the effectiveness of a groundwater extraction and treatment to address <br /> dissolved-phase petroleum hydrocarbons in a reasonable amount of time was evaluated. As described in <br /> Section 2.7, analysis of a groundwater pump-and-treat system determined that between 180 and 4,500+ <br /> years would be required to remove sufficient hydrocarbon mass in order to achieve remediation goals <br /> supporting the conclusion that pump and treat would not accelerate the cleanup over an MNA approach. As <br /> a result, a pump-and-treat remedial alternative is not recommended <br /> Revised Cleanup Plan Page 20 <br /> NuStar Stockton Terminal-Stockton,California <br /> November 7,2012 <br /> 1014-12 <br />