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MINING PLAN AND TIMETABLE EXHIBIT D(CONT) <br /> Road located on the east side of CR 21 and approximately 1 . 37 <br /> miles north of Highway 66. In most cases, existing farm roads <br /> within the permit area will be used for mining needs and existing <br /> farm entrances on the paved roads will be used to cross the pub- <br /> lic ROW' s . The initial Plant Site will be located on approxi- <br /> mately 50. 00 acres of Phase 4, located on the southeast corner of <br /> CR 21 and CR 32 . 5. This Plant Site will be used throughout the <br /> life of the mine, as material will be conveyed or hauled to the <br /> plant from each Phase. <br /> In the future, 2 conveyor crossings may be installed from <br /> the northern area to the southern area. These crossings will be <br /> self-contained clear span units over CR 32 . 5 with all support <br /> structures to be built outside the road ROW' s, but within the <br /> affected lands . They are part of the approved Platteville Devel- <br /> opment Plan and this would only happen after LGE has filed and <br /> received approval for a Technical Revision with the Division that <br /> would include showing the proposed location and design details <br /> for the crossings . The approximate proposed locations are shown <br /> on EXHIBIT C-1 MINING PLAN MAP. <br /> The phase access roads will be constructed of gravel ob- <br /> tained from on site. They will be at least 20 feet wide and <br /> graded to allow for drainage into the site and have ditches as <br /> necessary to collect runoff. Any runoff from the roads will be <br /> retained on-site and allowed to soak into the ground or evapo- <br /> rate. The roads will be maintained as needed. Access roads will <br /> be built around each water storage reservoir to provide access <br /> during mining, reclamation, and after release. The access roads <br /> will remain when reclamation ends as they will be used to access <br /> the property. <br /> GEOLOGIC SETTING <br /> The affected lands are located along the South Platte River <br /> in a Quaternary age, Piney Creek alluvial deposit . The eastward <br /> dipping beds of upper Cretaceous age Laramie formation are over- <br /> lain at an angular unconformity, by the Piney Creek alluvium. The <br /> sand and gravel encountered in the Piney Creek alluvium are a <br /> result of water erosion and redisposition of rock materials from <br /> the Front Range of the Rocky Mountains . The deposition of this <br /> material occurred during a time when the river was much larger <br /> than it is now. But, judging from the scarcity of large rocks <br /> found at the location, the velocity of the river must have slowed <br /> L.G. EVERIST, INC-WEST FARM RESERVOIRS November 2022 <br /> 6 <br />