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Exhibit Page 15 <br />overburden stockpiles, sizes, and locations are not shown in this plan, but will be shown on <br />annual report maps. <br />SURFACE WATER MANAGEMENT: <br />Temporary structures will be constructed: <br />(a) along the south edge of the mining area to control runoff from the affected areas, <br />(b) on the other edges of the mining area to prevent or control water entering the mining area, <br />(c) on the west edge of the 8.5 -acre work area to prevent water from leaving the work area, <br />(d) on the other edges of the work area to prevent water entering the work area, and <br />(e) along roads being improved, to control sediment, erosion, and runoff from roads and improvements to roads. <br />As much as possible, water runoff will be directed to sediment basins where the water will pond and soak into <br />undisturbed sand and gravel and overburden (mostly loams and silts) and flow downhill underground. If possible <br />and water rights can be claimed, some of these basins may be sealed (on -site clay lining) to allow water to be <br />available for future livestock use (see reclamation plan). As much as possible, all drainage will flow to the south and <br />into the existing drainages but through the ground with no surface discharge. <br />Where or if discharge is necessary, it will be controlled and treated as required by water quality regulations' and <br />permits to ensure that no sediment from the pit is discharged into the Lost Canyon Creek's unnamed tributaries. <br />Berms will be designed to minimize the size of the face facing out, so that minimal storm water and erosion and <br />sediment control are necessary. Use of swales or silt fencing may be required as some points, to be determined <br />during construction. Inside the bermed or ditched areas, as necessary, stockpiles other than berms may have <br />perimeter ditches /swales and berms with silt fence, straw bales, or rock check dams, to reduce /prevent sediment in <br />any runoff from the site, but will not 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 assumptions are not <br />intended to imply or claim that certain actions will be done. <br />1. Annual demand for sand and gravel from this pit will be up to 150,000 tons. Demand, and therefore production, <br />may vary significantly from year to year, and therefore acreages affected during a given year may be either <br />larger or smaller than shown in this plan, thus impacting on stockpile size and other matters. (Since 2008, <br />private production of sand and gravel from operations on Hay Camp Mesa have varied from 70,000 to 100,000 <br />tons per year, due to economic conditions.) <br />2. Based on this assumed maximum /average annual tonnage, and assuming an average gravel deposit thickness <br />of 20 feet, the life of this pit is approximately 10 -15 years, with mining of 2.5 -6 acres each year. <br />3. Major activities on the site (stripping, mining, stockpiling, etc.) will be done primarily during the later <br />summer /early fall period, from mid - August to mid - November. <br />4. The gravel being mined may be covered by as much as 10 -20 feet of overburden (primarily clay and Y -12" of <br />soil), and is assumed to average five feet in thickness. For planning and estimating purposes, the upper 6 <br />inches (% foot) is considered usable soil. <br />5. Generally a layer of unusable material (clay and silt) of 1 to 1 -1/2 feet is found between the gravel being mined <br />and the shale bedrock. This outcrops south /downhill of the mining area (obscured by outwash in many places). <br />6. The water table is not exposed by mining. <br />7. While all potential areas are shown as being mined, some areas may NOT be mined due to excessive <br />overburden or poor quality of materials. <br />8. Based on areas eroded following construction and use of the road along the pylons in the WAPA easement, in- <br />place material is fairly resistant to erosion but in the long -term must be stabilized. <br />9. Sand and gravel processing will be done on -site; other plants (ready -mix concrete and hot -mix) may be located <br />for varying times on site for specific projects or general use. These are specifically to be included in the mining <br />plan, and may require further county approvals (and other permits) when actual size /capacity/location is known. <br />1 This is described in the surface water management plan, which provides detailed information. <br />