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Exhibit Page 15 <br />interior to these basins, which no discharge. Where discharge is necessary, it will be controlled <br />and treated as required by water quality regulationst and permits to ensure that no sediment <br />from the pit is discharged into the Dolores River or Lost Canyon Creek. The Dolores is a Cold- <br />water fishery; but discharge to the river would be through intermittent drainages of '/< mile or <br />longer so discharge temperature regulation is unlikely to be required. <br />As necessary, stockpiles may have perimeter ditches/swales and berms with silt fence, straw <br />bales, or rock check dams, to reduce/prevent sediment in any runoff from the site, but will not <br />have such features for internal drainage. <br />ASSUMPTIONS USED IN MINING PLAN: <br />The mining plan is based on several key assumptions, stated herein for evaluation. These <br />assumptions are not intended to imply or claim that certain actions will be done. <br />1. Annual demand for sand and gravel from this pit will be approximately 300,000 tons, <br />including approximately 100,000 tons by MCHD ("red" base material) and 200,000 tons by <br />4SA ("white" materials). Demand, and therefore production, may vary significantly from year <br />to year, and therefore acreages affected during a given year may be either larger or smaller <br />than included in this plan, thus impacting on stockpile size and other matters. <br />2. Based on this annual tonnage, and assuming an average gravel deposit thickness of 10 <br />feet, the life of this pit is approximately 10 years, with mining of 20-25 acres each year. <br />3. Activities on the site (stripping, mining, stockpiling, etc.) will be done primarily during the <br />later summer/early fall period, from mid-August to mid-November. <br />4. The grave! being mined may be covered by up to fifteen to twenty feet of overburden <br />(primarily clay and 3" to 12" of topsoil). For planning and estimating purposes, the upper 6 <br />inches ('h foot) is considered usable topsoil. <br />5. Generally a layer of unusable material (clay and silt) of 1 to 1-1/2 feet is found between the <br />gravel being mined and the shale bedrock. <br />6. Overburden ranges from zero to twenty feet in depth and is assumed to average five feet. <br />7. The water table is not exposed by mining. <br />8. While all potential areas are shown as being mined, some areas may NOT be mined due to <br />excessive overburden or poor quality of materials. This will be evaluated as mining <br />proceeds. Bypassed areas will be protected from damage by mining, including erosion and <br />sedimentation. <br />~ This is described in the surface water management plan, which provides detailed information. <br />