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(c) The results of a g_eotechnical investigation of the proposed disposal site including the following: <br />(i) The character of bedrock and any adverse geologic conditions in the disposal area; <br />(ii) A survey identifying all springs, seepage and ground water flow observed or <br />anticipated during wet periods in the area of the disposal site; <br />(iii) A survey of the potential effects of subsidence of the subsurface strata due to pas t <br />and future mining operations• <br />(iv) A technical description of the rock materials to be utilized in the construction of <br />those disposal structures containing rock chimney cores or underlain by a rock drainage blanket: and <br />(v) A stability analysis including, but not limited to, strength parameters pore <br />pressures and long -term seepage conditions These data shall be accompanied by a description of all en ing eering <br />design ass=tions and calculations and the alternatives considered in selecting the specific design specifications <br />and methods. <br />(d) If under 4.09.1(10), rock toe buttresses or key -way cuts are required, the applications shall <br />include the following: <br />(iil Engineering specifications utilized to design the rock -toe buttresses or key -way <br />cuts which shall be determined in accordance with 2.05.30)(c)(0. <br />RESPONSE <br />The partial highwall excavation and the ramps contain 68,000 BCY of material, which at a 28 percent swell factor <br />equals 87,000 CY and the low - permeable barriers contains 20,000 CY of material. An additional 68,000 CY of <br />spoil were required to fill the pit to an elevation of 6,860 feet. This material was pushed into the pit from the spoils <br />to the south by dozers leaving the slopes at an angle of 2H:1V. The resulting level storage area is approximately <br />200 feet wide at the west end, 100 feet at the east end, and 1,700 feet in length. <br />As neither excess spoil nor underground development waste will be generated in connection with the Fish Creek <br />Tipple operation, the requirements of this section and Rule 4.09 do not apply. <br />(7) Coal Handling Structures <br />(a) A narrative and appropriate map, prepared to meet the standards of 2. 10, generally <br />explaining the location, construction, modification, use, maintenance and removal of coal removal, handling, <br />storage, cleaning, and transportation areas and structures in accordance with 4.0 1 1 <br />RESPONSE <br />Coal- handling structures are shown on Map 24 (Sheet 1/3), Freshwater Systems and Surface Facilities. Over time, <br />the coal- handling system has evolved, with numerous changes in both coal handling and equipment, as previously <br />described under Rule 2.05.3, Mine Facilities (pgs 2.05 -24 through 2.05 -38) and supplemented by the brief summary <br />and historic information grovided_in the following sections. <br />TR07 -59 2.05 -86 02/27/07 <br />