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6.3.3 (e) <br />The major components of the mining operation will be an access route to the main <br />mining area as depicted on Exhibit E. The road will be approximately 15 feet wide. All <br />traveled surfaces will be graveled. There will be haul roads as determined by the location <br />of the material. <br />Pazking for employee vehicles, deliveries and equipment shall be designated on site in the <br />initial processing area adjacent to the access to the mine. There will be approximately 10 <br />standazd pazking spaces. <br />There aze no permanent buildings planned for this project at this time. Temporary <br />structures will consist of portable sanitary facilities and a potential portable office <br />building, if one is required. Portable crushing equipment will be brought to the site to <br />process the products. <br />The pit will start in the North Eastern corner of the proposed 110 Permit Area as depicted <br />on Exhibit E. <br />In the South Eastern corner of the proposed 110 Permit Area will be a 1.84 acre Initial <br />Processing Area. This area will be used for processing and stockpiling the materials, <br />pazking, and the site for any temporary structures. <br />6.3.3 (f) <br />Please refer to Exhibit E. <br />6.33 (g) Corrected as of 3/14/07. Corrections are in Italics. <br />The existing County Road 835C is approximately 14 feet wide and it is not anticipated <br />that this road will require any improvements. <br />The easement to access the property is approximately .06 acres and that acreage is <br />included in the application. The easement will be improved to approximately 15 feet <br />wide and graveled. The owner/operator is also the property owner of the easement and <br />the property within the easement. The operator plans to reclaim the easement access <br />once the mining is completed. <br />There aze no anticipated issues with water run-off. The water will be allowed to run-off <br />as pazt of the natural flow. If in constructing any new roads and culverts aze necessazy, <br />the drainage azea will be taken into consideration when sizing the culverts. <br />6.3.3 (h) <br /> <br />