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_GENERAL DOCUMENTS - C1981017 (229)
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_GENERAL DOCUMENTS - C1981017 (229)
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Last modified
11/2/2020 10:05:53 AM
Creation date
6/19/2012 2:58:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Name
Bid Documents (IMP) 1999 Correspondence
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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HUNTSMAN PROJECT <br /> The Huntsman Project involved the removal of about 53,000 cubic yards of pre-law refuse from <br /> the western portion of the Old Refuse Pile.The Project area is located on property administered <br /> by the White River National Forest. <br /> This project ameliorated the steep north facing slope of the Old Refuse Pile located adjacent to <br /> Coal Creek. The project accomplished slope stabilization by reducing the slope gradient to a <br /> more modest two to one (horizontal to vertical) configuration. Coal Refuse was cut from the <br /> steep slope until the design configuration was achieved. The refuse was transported to another <br /> portion of the mine site for disposal. Topsoil was spread over the cut slope, and an appropriate <br /> grass, shrub and forb seed mixture applied. Small seedling trees were planted on the slopes. <br /> Construction began in late July, 1998, and concluded in early November, 1998. The cost to <br /> complete the approximately six acre Project was about $217,000. <br /> BEAR CREEK PROJECT <br /> The Bear Creek Project will accomplish slope reduction on a pre-law portion of the Old Refuse <br /> Pile immediately to the east of the Huntsman Project. Completion of the Bear Creek Project will <br /> result in creation of slopes of about 2.2H:1 V, achieving reduced erosion potential and increased <br /> vegetative production. <br /> Current conditions of the east facing portion of the Old Refuse Pile include steep, long, <br /> uninterrupted slopes which exhibit limited vegetation. Erosion potential and slope instability <br /> potential are both high. The Bear Creek Project will create a more productive and stable land <br /> form by reducing the slopes to a gentler configuration. Topsoil will be applied to the newly graded <br /> slopes. The soil will be derived from an existing topsoil stockpile located about one half mile to <br /> the west. After application of the soil, mechanical roughening of the soil surface will occur to help <br /> promote micro-climatic conditions on the slopes and to interrupt runoff patterns. The Project Area <br /> will be revegetated with a suitable seed mixture. Trees will be planted at a rate of 200 stems per <br /> acre to compliment the seeding. Finally, a shrub barrier will be planted at the base of the slopes. <br /> The estimated cost to complete the approximately nine acre Project is $220,000. The project is <br /> scheduled for construction between July 12 and September 30, 1999. The Project area is located <br /> on property administered by the White River National Forest. <br /> Reclamation Project, OSM Civil Penalty Grant Funds <br /> DUTCH CREEK DIVERSION PROJECT <br /> During mining operations Dutch Creek was routed south of the mine facilities area via a concrete <br /> lined channel, or flume. The Division had determined that the flume was in a state of disrepair, <br /> and could potentially fail. In order to alleviate this problem, grant monies from the OSM Civil <br /> Penalty Fund were obtained. Office of Surface Mining hydrologists designed a geornorphically <br /> dynamic channel. The Division drafted the bid specifications based upon the OSM design, and <br /> awarded a contract in mid-1998. Construction of the Dutch Creek Diversion began in early <br /> October, and was completed in mid-November, 1998 for about$76,000. Approximately twenty <br /> seven thousand cubic yards of material was excavated and over five thousand yards of rip rap <br /> was placed in the channel. <br /> The design is intended to mimic the natural characteristics of Dutch Creek above the diversion. It <br /> is anticipated that the inner channel will migrate horizontally and vertically within the outer <br /> channel. It is also intended that the stream will agrade and degrade over time, resulting in <br /> migrating step pools within the channel, while allowing for the transportation of the large volume <br /> of rock carried by Dutch Creek each year. <br />
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