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Section 4 <br />Potential for Rock to be Toxic-Forming <br />• Exhibit 4-3 summarizes the results of, the modeling effort for the West Sunday and Topaz Mines <br />on an annual basis. Additional detail, including daily percolation estimates are included in <br />Attachment 6. The estimate was completed for the West Sunday and Topaz Mines and for <br />average annual precipitation and the wettest year on record. <br />Exhibit 4-3. Summary of UNSAT-H modeling results <br />• <br />Model Run Annual Annual Annual Annual Annual Annual <br /> Potential Precipitation Actual Runoff (in.) Infiltration Percolation <br /> ET (in.) (in.) Evap. (in.) (in.) (in.) <br />West 67.0 12.8 12.7 0.0527 12.7 0.0103 <br />Sunday- <br />Average <br />Precipitation <br />West 67.0 19.9 18.07 0.190 19.7 0.0106 <br />Sunday- <br />Wettest year <br />on Record <br />Topaz- 67.0 12.8 12.7 0.0185 12.7 0.00822 <br />Average <br />Precipitation <br />Topaz- 67.0 19.9 18.1 0.0619 19.8 0.00849 <br />Wettest year <br />on Record <br />Based on the UNSAT-H simulations, the estimated percolation through the rock piles is <br />estimated to range from 0.008 to 0.011 inches per year. The simulations show the importance of <br />evaluating upward movement of water from the rock piles caused by evaporation because the <br />majority of water that infiltrates the surface of the development rock piles evaporates in the <br />semi-arid environment present at the Sunday Mines Group. <br />The UNSAT-H simulations suggest that significant percolation from the base of the <br />development rock piles is unlikely. However, a small amount of percolation is estimated for all <br />simulations. The simulations further suggest that infiltration of precipitation followed by <br />upward evaporative flux of water stored within the development rock areas are dominant <br />mechanisms controlling the volume of percolation through the development rock areas. Minor <br />differences in the physical characteristics of the development rock from West Sunday and <br />Topaz mines as well as the magnitude of annual precipitation are less important controls on the <br />expected volume of percolation. Additional sensitivity analyses were also conducted and <br />indicate that the model is not particularly sensitive to modifications in convergence parameters, <br />node spacing or initial moisture conditions. Detailed sensitivity analysis information is <br />presented in Attachment 6. <br />Summary of Findings: The water balance estimates and the UNSAT-H simulations indicate that <br />. significant percolation from the base of the development rock piles is unlikely. These <br />evaluations further indicate that infiltration of precipitation followed by upward evaporative <br />Cm 4-13 <br />TA64986 3anison Mines%Task Order 3 - DMO Sampling and Maysis PlanlTask 3.12 - Soil, Ore, Rock Data Assessment ReportlSunday Rock Repornfinal reportlReporhFinal Sunday Mines Group Soil Ore Rock <br />Data Assessment Report_951509.doe