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'N/Ir. Ohland 3 19 December 1994 <br /> 4.DETERMINATION OF BACKGROUND FOR FUTURE SOLID WASTE <br /> RENIEDIAL WORK AT THE SOUTHW3';ST HIDE SITE: <br /> Your closure request letter discusses a method of establishing background concentrations by <br /> determining a "Threshold Limit Value" (TLV), based on methodology in the USEPA Technical <br /> Enforcement Guidance Document (USEPA, 1986). In deriving the TLV for the Southwest Hide <br /> site soils, you considered analytical results spanning a very wide range of TDS concentrations. <br /> from under 10 ppm to values in six figures, without consideration for the non-uniform distribution <br /> of the results. We believe that this approach is inappropriate for application to the soil remediation <br /> problem at Southwest Hide, because the clustered distribution of high concentrations can be clearly <br /> related to the known distribution of historical activities and structures having a high potential to act <br /> as sources of salt pollutants. This point is illustrated by comparison of Figure 2, a location map of <br /> historical site activities, with Figure 4, soil sample locations, and the analytical results summarized <br /> in Table 3 (all included with your closure request). Presence of low TDS and chloride values in <br /> some samples shows that some areas of the site have not been affected, or have been affected less <br /> severely. Plotting the sample results on a histogram demonstrate that the values are clustered, and <br /> reference to the maps shows that the clusters are non-randomly distributed on the site. A statistical <br /> treatment which attempts to flatten or normalize the extreme values ignores the realities of the site. <br /> Background should reflect conditions on portions of the site which are least likely to have been <br /> impacted by historical activities, or should be obtained from off-site measurements if no <br /> unimpacted areas can be found on-site. Further, since future solid waste remediation will involve, <br /> at minimum, removal of"hot spots" from the soils, it is not reasonable to include the worst cases <br /> in the background determinations. <br /> 5. CLOSURE REQUIREMENTS UNDER CHAPTER 15: <br /> Page 6 of your April 6 1994 letter states that "...Southwest Hide has complied with the <br /> requirements of Chapter 15, Section 2582.b.I to close" the impoundments. Based on our <br /> determination, as discussed in Item 3 above, that contaminated subliner soils remain in the <br /> impoundments, we disagree with this statement. Section 2582.b.1 is a clean closure. We cannot <br /> consider the closure to be clean if salts remain in the subliner soils at levels exceeding background. <br /> The Final Closure Plan dated November 20, 1992, submitted by RESNA on your behalf, proposes <br /> that the impoundment area be closed as a landfill under- the requirements of Section 2581, Chapter <br /> 15. <br /> If you wish to leave wastes in the subliner soils, closure as a landfill is required, and you may <br /> construct a compacted foundation layer that contains sc;me waste materials, but the final cap must <br /> be constructed of impermeable materials. Waste Discharge Requirements Order No.92-077, <br /> Discharge Specifications B.13 and <br /> B.14 require that the containment features of the impoundments meet the Chapter 15 standards and <br /> performance goals of a Class II landfill in order for the impoundments to be closed as a landfill. <br /> We recommend clean closure of the impoundment's. However, if you prefer to close them as a <br /> landfill in conformance with Chapter 15 standards,!you may wish to consider using the <br /> impoundment excavation as a repository for all ora portion of the worst-contaminated soils on the <br /> site, provided these wastes can meet the requirements of Class 11 wastes and the impoundments <br /> can meet the requirements of a Class II landfill, as stated above. <br />