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Canepa's Car Wash (Pacific Avenue) <br /> Problem Assessment Report and Corrective Action Plan <br /> Page I 1 <br /> . S-hour time-weighted average recommended limit of 0.325 mg/m'. However, according to the software, <br /> this also would produce an individual cancer risk of 2.0 in 10,000, greater than the target level of one in <br />' one million. Outdoor air exposures were two orders of magnitude lower, The complete software printout <br /> is included as Appendix B. <br />' 7.0 CORRECTIVE ACTION PLAN <br /> 7.1 DESCRIPTION OF CORRECTIVE ACTION STRATEGIES <br /> Evaluation of the remedial alternatives for soil and groundwater at the site is complicated because of <br /> saturation of the contaminated soil by the 20-foot rise in the elevation of the water table. Although it is <br /> apparent from the available data that a Iarge but unknown mass of volatile organic compound was <br />' removed by the soil vapor extraction system, significant VOCs remain in the saturated soil. The remedial <br /> alternatives are limited by the site use constraints. Due to the depth of the soil contamination (below the <br /> groundwater, more that 30 feet deep) excavation and ex situ treatment of the soil is not possible. Also, <br /> because of the urban location and congested use of the site, very little space is available for ex situ <br />' treatment units. <br /> Additionally, the soil vapor extraction system currently in place has removed a significant portion of the <br />' soil vapor contamination above the groundwater, but it is not capable of efficient VOCs removal from the <br /> soil below the groundwater. Continued operation of the system as a sole remediation alternative is not a <br /> feasible remedial alternative. <br /> EBased on the contaminants of concern and the limitations noted, the following alternatives have been <br /> • considered: <br /> 1. In situ attenuation through passive biodegradation; <br /> 2. Enhanced in situ bioremediation and/or chemical oxidation; <br />' 3. Soil Vapor Extraction; <br /> 4. Air Sparging; <br /> 5. Ex situ groundwater treatment(pump and treat); and <br /> 6. Combinations of Alternatives 2 through S. <br /> fAlternative 1, in situ attenuation through passive biodegradation, would rely on natural biodegradation of <br /> the volatile organic compounds in the soil and water. Conceptually, the native bacteria would rely on the <br />' petroleum hydrocarbons for their carbon source and the nutrients and oxygen dissolved in the <br /> groundwater to enhance the bacterial activity. There is evidence for active biodegradation in the area of <br /> soil borings SB-1 and S13-2 prior to saturation of the soil by the rising water table. Biological activity <br />' with limited availability of oxygen in the soil is suggested by the olive-gray and blue-gray soil colors, <br /> indicating that the oxygen necessary to sustain the biological activity was derived from reduction of oxide <br /> minerals. The time required to achieve acceptable water quality cannot be estimated and there would be <br /> no down-gradient containment of the plume; however, costs would be limited to those for groundwater <br /> monitoring and monitoring for natural attenuation. <br /> Alternative 2, enhanced in situ bioremediation and/or chemical oxidation, would augment the natural <br /> biodegradation discussed above. Augmentation can involve nutrients, specially developed microbes, <br /> and/or electron acceptors (oxygen being the most common electron acceptor). It is likely, based on the <br /> length of time the contamination has been present in the subsurface, that microbes adapted to the <br /> environment and contamination have sufficiently developed. However, nutrient or oxygen addition could <br /> . accelerate the microbial activity. Nutrient addition would require an analysis of nutrient deficiencies (if <br /> 1ION <br />' �� CONDOR <br />