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Page 123 <br /> 6.4.4 EXHIBIT D — Extraction Plan <br /> With the exception of the wash pond, whose margins follow existing surface <br /> elevations; all plant site processing activities will occur on upland areas <br /> outside of the existing 100-year floodplain. These lands occur north and <br /> north-west of the existing Evans Ditch as it winds north of the Big Thompson <br /> River. <br /> Plant activities will require a wash plant and attending wash pond to recycle <br /> wash water and receive discharge silts and other reject fines from the washed <br /> product. Plant and Wash Pond areas are identified on Exhibit C-2: Extraction <br /> Plan Map. The wash pond will function as recycling wash water and receiving <br /> basin for reject fines for the intended Plant/Processing activities. Since the <br /> basin functions in a closed system, it will not require dewatering. <br /> Once the wash pond is established, wet plant operations can be created and <br /> join any dry plant activities in progress. Dry Plant operations can be readily <br /> established since water is not integral to their operations. Once established, <br /> wash pond water will function as a closed system. Settled materials from <br /> wash Ponds will be utilized as product or for reclamation as desired. <br /> Plant equipment will include, but is not limited to, a crusher, screens, and <br /> conveyors, scale house and scale, and attending equipment. Resulting <br /> stockpiles of pit run and processed products may be temporarily stockpiled <br /> here with processed stockpiles, or combined as needed, until transported to <br /> market. <br /> 'The conveyor will be set on an elevated structure at varying heights to be <br /> situated about the 1 in 100-year flood level. An average height of 7 feet is <br /> expected. The conveyor will be supported by legs at intervals of approximately <br /> 40 feet with typically 6- x 2- x 2-foot concrete blocks sitting on ground surface <br /> used as necessary to anchor the legs. The conveyor will span the river channel <br /> and metal (or other appropriate material) pans will be installed under the <br /> conveyor structure to prevent spillage into the river. The design will be similar <br /> to other Raptor locations where an extended span has been required to cross a <br /> county road. Final conveyor specifications are to be determined however belt <br /> width is anticipated in the range 24-36". <br /> Ultimately, once the wash plant activities near the completion of extracted <br /> deposit material, the closed system wash pond will fill with silt and be <br /> revegetated in a manner consistent with Exhibit E - Reclamation Plan. Interim <br /> clean out of the wash pond will occur until that point, returning the inert <br /> materials to the bottom of exhausted pits, or utilizing it in part or in whole as <br /> product, or for purposes as substitute soil, soil additive, or as subsoil for <br /> reclamation. <br /> 'Adequacy Item 24 <br /> VARRA COMPANIES, INC. TWO RIVERS SAND GRAVEL AND RESERVOIR PROJECT MARCH 2O22 <br /> A REGULAR IMPACT[1121 CONSTRUCTION PERMIT APPLICATION-COLORADO DIVISION OF RECLAMATION MINING&SAFETY <br /> OFFICE OF MINED LAND RECLAMATION <br />