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• associated with regrading is considered, thus no problems appear to be <br />associated with the quality of these materials with respect to their EC <br />values. <br />Saturation Percentage (SP). The Wyoming Guidelines rate topsoil substitute <br />materials as being of "suitable" quality when the SP value ranges between <br />25 and 80 percent. The SP values for the Raton Creek Mine overburden and <br />bench materials range between 28 and 68 with a weighted mean value of 45.9 <br />percent, suggesting that all of these materials have a "suitable" ranking <br />with respect to overburden quality. Therefore, it appears that there are no <br />limitations associated with the quality of these materials with respect to <br />their SP values. <br />Texture. The Wyoming Guidelines rate topsoil substitute materials as being <br />of "suitable" quality when the texture is composed on texture classes other <br />than those associated with clays, silty clays and sands. Two colluvial <br />samples were found to be clay textured materials. On a volumetric basis <br />these clayey materials amount to 19.95 percent of the overburden materials <br />sampled. Given the volume of materials associated with this clayey zone it <br />is doubtful the inimical zone would be eliminated via mixing. <br />Another aspect to be considered with respect to soil texture deals with <br />documented changes that are associated with the mixing of soils sampled in <br />the undisturbed state and soil materials that have been mixed via the removal <br />and reapplication process. Abundant documentation is available demonstrating <br />that clay content significantly increases during the mixing processes. In <br />North Dakota, Wali and Pemble (1982) reported that clay content in mined <br />areas normally is increased from 23.8 to 28.8 percent or by 21.0 percent, <br />while Gee and Bauer (1976) reported that the clay content of stockpiled <br />topsoils was increased an average of 49.6 percent, from a premining clay <br />content of 19.57 percent to a stockpiled clay content of 29.29 percent. <br />Working on a large surface mine in Wyoming, Toy and Shay (1987) reported that <br />the clay content of undisturbed areas averaged 13.11 percent while the <br />average clay content of respread topsoil was 20.19 percent, which amounted <br />to an increase in clay content of 54.0 percent. Numerous other examples <br />could be cited to demonstrate that the clay content of mine soil material as <br />determined by sampling prior to disturbance consistently underestimates the <br />clay content associated with the reclaimed soil. The reason for this <br />increase in clay content results from the mixing of horizons during the soil <br />handling processes. Given the consistent occurrence of this phenomenon, the <br />likelihood of increases in clay content should be considered in the 'N <br />formulation of a sound reclamation plan. Using the most conservative of ~ <br />these three studies cited above, it is reasonable to assume that the clay t~'''•I. <br />content of these potential cover soil materials will increase by at leas b~~ o <br />percent. Six of the remaining 22 overburden samples collected were found to y <br />have clay loam textures. These six samples comprise 31.17 percent of the <br />potential overburden materials found on this site. Thus, if the clay content <br />of these six samples were to increase by 21 percent they would all become <br />clay textured materials and would be classified as being of "marginal" <br />suitability as topsoil substitute materials using the Wyoming DEQ criteria. <br />Examination of the existing permit soils section reveals that 27 soils <br />. pits were dug in the immediate vicinity of the potential borrow area. Most <br />of these pits have notations on soil texture. These data found on pages 180 <br />to 187, 195, and 206 to 207 of the existing Raton Creek Mine Permit document <br />that the clay content of these soils is quite high. Six of the 21 holes <br />correlate to the immediate area sampled in this evaluation. Soil Test Area <br />