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Draft Final ROD Memorandum -3- 22 December 1992 <br /> DDRW, Sharpe <br /> Page Section Subject <br /> 27 6.3 Environmental Fate and Transport <br /> 47 to 49 7.2.1 to 7.2.4 Alternatives 1A, 1C, 2B and 3D <br /> 56 9.0 The Selected Remedy <br /> 57 9.1 Ground Water Extraction (Recovery) <br /> 62 9.2 Ground Water Treatment <br /> 67 9.3 Ground Water Discharge <br /> OTHER COMMENTS <br /> Compliance With ARARs <br /> Section 10.2 of the Draft Final ROD (page 71) discusses the various types of ARARs <br /> that the selected remedy will satisfy. Item 8 (page 72) of this Section covers <br /> the Board's ARARs. Sharpe has acknowledged that the Porter-Cologne Water Quality <br /> Control Act, the Basin Plan and the State Water Resources Control Board (SWRCB) <br /> Resolution No. 68-16 (Anti-Degradation Policy) are ARARs. We commend Sharpe for <br /> recognizing these State ARARs. However, the discussion in this section is <br /> generally too broad and does not accurately reflect the application of these ARARs <br /> to the proposed remedial action. <br /> In addition to these ARARs, there appears to have been compliance with SWRCB <br /> Resolution No. 92-49 in the Draft Final ROD. By letter dated 21 September 1992, <br /> we transmitted a copy of Resolution No. 92-49 which requires cleanup to background <br /> if technically and economically feasible. Sharpe has proposed compliance with <br /> this State ARAR in the following ways: <br /> 1. Sharpe has proposed aquifer cleanup levels of 0.5 micrograms per liter (µg/1 ) <br /> or non-detect for many of the VOCs as listed in Table 8 (page 45) . Cleanup to <br /> non-detect or background complies with Resolution No. 92-49. <br /> 2. Sharpe has proposed that the feasibility of achieving the proposed aquifer <br /> cleanup levels be evaluated as part of the five year review process (pages 44 <br /> and 56) . The five year review process appears to be an ideal mechanism to <br /> implement compliance with Resolution No. 92-49 by evaluating the technical and <br /> economic feasibility of the cleanup. <br /> 3. The 3-D Model predicted that 30 to 40 years would be needed to reduce the TCE <br /> concentrations in the ground water to 5.0 µg/l . The model also predicted that <br /> a cleanup level of 0.5 µg/l could not be achieved within 100 years after <br /> implementation of the remedial action. These model predictions also meet <br /> Resolution No. 92-49 in that it would not be economically feasible to reduce <br /> the TCE concentrations to 0.5 µg/1 . <br />