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roots, stumps, and general handling of the material. It is anticipated that between six and eight <br />inches of soil will be salvaged for use during the reclamation process described in Exhibit E. In <br />order to control erosion, the surface of the soil stockpiles will be roughened using tracked <br />machinery to create a series of ridges and depression which run perpendicular to the slopes. <br />The horizontal depression will be created approximately two to four inches deep and spaced <br />between four and six inches apart. <br />Herbicides will be applied annually to control weed growth on the soil stockpiles, a weed <br />control plan will be implemented for the entire site (See Exhibit E) and will remain in effect <br />during the entire life of the mine. <br />Setbacks between the mining area and the permit boundary have been maintained to protect <br />the integrity of the adjoining land. The sand and gravel removal process will be conducted <br />using loaders, and/or excavators. Blasting of the resource is not necessary. Front end loader(s) <br />will transport the sand and gravel resource to a nearby crushing and screening area located <br />within the extraction area, or the haul trucks. The crushed and screened material will then be <br />loaded, transported and stockpiled according to size nearby, or hauled to a construction site <br />for use. Extraction of the sand and gravel resource will typically occur in two approximate <br />equal 20 foot thick lifts. Sheets 2 and 3 in Exhibit C illustrate the location and slope the <br />perimeter mine high walls. The maximum anticipated height of the working face high wall will <br />be approximately 50 feet and a maximum length of approximately 350 feet. Mining along the <br />perimeter of the mine area will be conducted at a three (horizontal) to one (vertical) slope which <br />would result in a maximum 150 foot long slope face. <br />TIMETABLE - Several factors affect the total life of most sand and gravel operations. Most <br />notable is the surrounding communities' future aggregate needs. Other factors include: <br />? Local, State, and Federal Economic Trends <br />? Future Local Growth Trends <br />? Major Public and Private Improvement Projects - <br />Highway Improvements <br />School Buildings <br />Governmental Buildings <br />? Major Commercial Buildings <br />Based on the information presented herein, in conjunction with past aggregated needs in the <br />area, it is forecasted that the gravel will be depleted in about 25 years. It should be pointed <br />out; forecasts are based on current and past available information. Inherent with any forecast <br />is a degree of uncertainty. <br />Rev. 02/25/10 2 <br />Rev. 04/19/10