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PERMFILE62629
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PERMFILE62629
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Last modified
8/24/2016 11:08:57 PM
Creation date
11/20/2007 7:39:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
3/20/1989
Doc Name
DRAINAGEWAY RECONSTRUCTION IMPROVEMENTS AND REPAIRS
Section_Exhibit Name
Appendix W 1988 Report Section 3.0
Media Type
D
Archive
No
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• <br />SECTION 3.0 Drainageway Reconstruction, Improvement <br />and Repairs at Trapper Mine in 1988 <br />3.1 Drainage reconstruction in 1987-88 <br />Portions of four major drainageways and their tributaries were regraded and appropriately treated to reduce <br />the erosion rate and assist in permanent gully stabilization in 1987 and 1988 (see attached "Drainage <br />Reconstruction' map). Erosion control techniques were applied In Coyote, East No-Name, West No-Name, <br />and Johnson Gulch drainages and included 28,750 feet (5.4 miles) of permanent drainageway treatment. In <br />1988, approximately 8,600 feet of permanent drainageway reconstruction was completed in lower Coyote <br />Drainage, Coyote tributary, Johnson Gulch and Johnson Gulch tributary in E pit. (Coyote tributary was <br />treated with straw bales in 1987 and was a temporary erosion control measure rather than a permanent <br />measure as reported in the 1987 Drainage Reconstruction Report). <br />A wide variety of erosion control materials, methods and sediment reducing measures were used in <br />reconstructed drainageways and on adjacent reclaim sideslopes. <br />3.2 Drainage measures and materials <br />The following measures were implemented on reclaimed sideslopes, drainageways and/or on regraded <br />spoils to reduce the amount of water and sediment load into drainageways. <br />Dozer basins (sediment basin) were constructed to trap and store sediment on newly stripped topsoil areas <br />and on regraded spoils to reduce or abate the sediment load. Basins are used to prevent the siltation of <br />• diversions, waterways, livestock ponds, and streams; to trap sediment originating from the active mine site <br />and to prevent undesirable deposition on undisturbed bottomlands and reclaimed areas. The dozer basins <br />primary use is to trap sediment, reduce on-site erosion, reduce peak Flows at downstream locations, and <br />reduce gully erosion. <br />Livestock watering tanks (ponds) are used to trap water on reclaimed sideslopes, in drainageways, and to <br />reduce peak flows at downstream locations making available reliable water for wildlife use. The location of <br />livestock ponds is such that a minimal amount of sediment will be deposited. This was accomplished by <br />installation of ponds at headwater locations or on relatively gentle grades often within water harvesting <br />diversions on reclaim sideslopes. <br />Water harvesting diversions are channels constructed across slopes with a supporting ridge on the lower <br />side that Is used to transport excess water from areas that need protection to sites where water can be used <br />or disposed of safely. A diversion's effectiveness as a sediment reducing measure is in diverting the runoff <br />which would otherwise flow across erosion susceptible areas, thus detaching and transporting soil particles. <br />Contour Farming and live haul topsoil transport are used on all reclaimed sideslopes and drainage areas <br />when possible. Topsoil replacement, seedbed preparation, and planting are done on the contour. <br />Contouring can reduce erosion by 40 to 50 percent. When contour farming is combined with live material <br />topsoil transport the erosion loss potential can be further reduced. Contouring provides excellent erosion <br />control by reducing transport from moderate rainfall events. Contouring in combination with diversion <br />establishment can be very effective in reducing erosion potential. <br />Rock check structures are used to dissipate the energy of flowing water within the drainageway channel. <br />Debris and sediment tend to be deposited and trapped upstream of structures. This in turn permits <br />• establishment of vegetation behind structures which further stabilize the channel. In addition, filter fabric is <br />installed and used to line rock check structure core trenches, thus providing additional structural support <br />and reduces the potential for advancement of downstream headcutting to move upstream. <br />
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