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6.0 Evaluation of Proposed and Existing Environmental <br />. Protection Facilities <br />An environmental protection facility (EPF) is defined by HRMMR §1.1(15) as follows: <br />"Environmental Protection Facility" means a structure which is identified in <br />the "Environmental Protection Plan" as designed, constructed, and operated <br />for control and containment of designated chemicals, acid mine drainage, or <br />toxic or acid-forming materials that will be exposed or disturbed as a result of <br />mining and reclamation operations." <br />Although geochemical assessment of ore has indicated that the material is not toxic <br />forming from a risk management criteria (RMC) perspective, as a best management <br />practice, Denison has designated ore storage pads as EPFs for the Sunday Mines <br />Group. Production and storage of ore is not currently being conducted at the Sunday <br />Mines Group. Prior to resuming these operations, Denison will construct ore pads <br />that are compliant with DRMS' "General Ore Pad Construction Criteria." Denison is <br />committed to providing containment of surface water in contact with ore material. <br />The conceptual design for the ore storage pads, including the use of a geomembrane <br />liner, is provided below. Denison will submit a complete ore storage pad design (e.g., <br />specifications and drawings) to DRMS for review and approval prior to construction <br />of these EPFs. <br />6.1 Proposed Ore Storage Pad with Geomembrane Liner <br />The ore stockpile areas at the Sunday Mines Group are currently located at the St. <br />• Jude, Sunday, Topaz, and West Sunday Mine sites. The construction of an ore storage <br />pad is not planned for the Carnation Mine; ore is not produced at this mine. Ore is <br />temporarily stored at these stockpile locations and is routinely transported by truck to <br />the White Mesa Mill near Blanding, Utah for processing (ore is typically stored for <br />relatively short time periods of one to two weeks; less than 180 days). Ore storage <br />pads will be constructed at each of these stockpile areas to contain surface water <br />during future ore storage/ stockpiling activities. <br />6.1.1 Proposed Conceptual Design <br />The existing ore stockpile areas will each be replaced with 100-ft by 100-ft ore storage <br />pads, with the exception of a 100-ft by 50-ft pad at the St. Jude Mine. On site soils do <br />not meet the minimum requirements of plasticity (plasticity index of 10 percent) for <br />use as soil liner material. Accordingly, Denison proposes to use a polyvinyl chloride <br />(PVC) geomembrane liner for ore pad construction. The conceptual pad layout is <br />shown in Figures 2-2 through 2-5. Soil from the footprint of each ore storage pad will <br />be used to construct a three-foot high berm along the perimeter of the pad and may <br />also be used as liner backfill. The berm will be constructed to contain surface water <br />run-off from the pad area. The geomembrane liner will be installed consistent with <br />the manufacturer's specifications and an anchor trench will be constructed to secure <br />the liner. Select material, typically with grain size no larger than 0.5-inch in diameter, <br />will be used as bedding and backfill to prevent puncture damage to the membrane <br />from the use of heavy equipment on the pad. <br />6-1 <br />T:\64986-Denison Mines\Task Order 4 - EPP Sunday Mines Group-Van4\Sunday Mines Group\DRMS RTC and Revised EPP\FINAL DRMS Report - EPP Sunday Mines.doc