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2010-06-04_PERMIT FILE - C1982056A (9)
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2010-06-04_PERMIT FILE - C1982056A (9)
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Last modified
8/24/2016 4:12:47 PM
Creation date
10/14/2010 10:11:14 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
6/4/2010
Doc Name
Pages 2.05-1 to 2.05-64
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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by 12 -foot high wall will be constructed on the south side of the transfer building to protect it front material that <br />• comes off the rock belt. <br />Additional Culverts <br />Four additional culverts are proposed for installation at TCC facilities to improve road drainage and to provide a <br />turn - around area for stoker trucks. One culvert will be installed north east of the warehouse, one culvert will be <br />installed at the road crossing under the overland belt, and two culverts will be installed in the ditch on the east end <br />of the parking lot area. <br />The culvert north east of the warehouse will be installed in the ditch at the intersection of the warehouse access <br />road and the road to the Foidel School House, approximately 30 feet east of the existing 8 "- diameter culvert in the <br />warehouse yard perimeter ditch. An 8 "- diameter culvert will have adequate capacity to pass the 10 -year 24 -11ou1 <br />rainfall event at this location. <br />The crossing in the road under the overland belt is typically very muddy during spring snow -melt. A culvert is <br />planned for installation in this area to improve drainage. An 18 "- diameter culvert will have adequate capacity to <br />pass the 10 -year, 24 -11our rainfall event at this location. <br />A turn - around location is planned for stoker trucks in the eastern end of the parking area. Currently, overloaded <br />stoker trucks must back off of' the scales into a high traffic area to turn around and off load. Two culverts are <br />planned for installation in the eastern end of the parking lot to prevent rutting of the ditch line. "file ditch line <br />collects drainage from half of the entry access /hauIroad immediately adjacent to the ditch and a small portion of <br />the unused parking area. Two 40' long, 8" diameter culverts will be placed in ditch at the turn- around location. <br />• Equipment Storage Area Expansion <br />Additional storage area is required for storage of materials and equipment. TCC is planning to expand the storage <br />area west of the PM Bay and surface the area with gravel. The storage area will be expanded approximately 200' <br />to the TCC Shop Access Road. The area of expansion will be approximately 0.63 acres. The entire storage area <br />will be covered with pit run gravel to improve the surface conditions. <br />Topsoil in this area is either Routt Loam or Aaberg Silty Clay with a thickness from 24" to 32 ". Approximately <br />2200 cubic yards of topsoil will be salvaged from this area and stockpiled just west of file storage area. The <br />topsoil stockpile will be seeded with an appropriate seed mixture to provide protection of the resource. <br />Reclamation of this area will occur when the area is no longer required for storage of materials or equipment and <br />Will include regrading topsoil over the area and seeding the area with an appropriate seed mixture. <br />Stoker Pad Light -Use Road <br />A light -use road is planned for construction to provide access to the rail road tracks below the stoker loadout pad. <br />The area requires occasional clean up of spilled coal product along the tracks and the berm around the stoker pad <br />area. The road will be approximately 20 feet wide and 80 feet in length. Adequate surfacing will be provided to <br />allow access to the railroad tracks by a small loader. <br />Approximately 60 cubic yards of topsoil will be windrowed adjacent to the roadway. The topsoil windrow will be <br />seeded with an appropriate seed mixture to prevent erosion and loss of the resource. The light -use road will be <br />• removed when the stoker pad area is reclaimed. Topsoil will be redistributed over the roadway and re- vegetated <br />with an appropriate seed mixture. <br />MR 97 -154 2.05 -64 Revised 9/9/97 <br />
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