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2008-06-09_PERMIT FILE - C1980007 (4)
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2008-06-09_PERMIT FILE - C1980007 (4)
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Last modified
8/24/2016 3:32:37 PM
Creation date
1/27/2009 3:38:00 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
6/9/2008
Doc Name
E1 Longwall Panel Methane Drainge Wells Project Plan
Section_Exhibit Name
Exhibit 80 Drilling Activities - TR111
Media Type
D
Archive
No
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USDA Forest Service FS-7700-41 (10173) <br />~) Roadside ditches shall not be. excavated to a depth greater than two (2) feet below the roadbed grade nor below the culvert inlet <br />vation. Typical depth of roadside drainage ditches below roadbed is one (1) foot. Existing ditch dikes shall be restored, reshaped, and <br />compacted as needed for effective drainage through culverts. <br />9.7) Grade dips and water bars shall be maintained so as to be of sufficient depth and width to adequately drain the roadway., In no case <br />shall they be bladed flat or filled in. The lower end of a •ade dips and water bars shaIl be maintained to adequately drain away from the <br />roadway. <br />9.8) The pernuttee shall take all practical precautions to mininuze soil erosion and prevent damage to any watercourse. <br />9.9) Repair or replace fences, cattle guards, culverts, bridges, signs, and other road structures that are damaged due to permittee's <br />activities. <br />9.10) In general the roadway and shoulder shall be shaped so that the centerline is crowned and a traverse slope of approximately two (2) <br />percent is attained toward each shoulder. <br />9.1.1) Blade and shape surface and shoulder to maintain the origuial cross-section and provide a suitable riding surface. Earth and. debris <br />from side ditches, slides, or other sources shall not be left on road or nuxed into the surface. Gravel or other surfacing material sliall not <br />be bladed off the surfaced width. <br />9.12) Material larger than three (3) inches shall be considered oversized and shall be removed from the road surface so that there will be <br />no berm or ridge on the completed road surface. All berms, either new or existing, shalt be removed from shoulders to the maacimuni <br />extent~possible. Only short lengths of berms will be pernutted to r`einain on roadways i.e., not to exceed 12 feet where proti~ding stumps <br />at the road shoulder or culvert end sections prohibit removal. <br />9.13) No oversized material, which protrudes above roadway elevation, shall be left on the shoulder or edge of the roadway. <br />~4) The road will be graded, using a road grader, a minimum of two (2) times per year, spring and fall, in addition to any <br />maintenance preformed by the county road crew. The first pass by the grader will start at the outside shoulder toward the ditch line. <br />On tutted roads, a preliminary pass will be needed down the noddle of the road to cut ruts prior to making usual passes. <br />9.15) One laborer should work with each grader used on road maintenance. The laborer should work directly behind each grader with the <br />responsibility to remove rocks fi•om the ditches, remove any rocks over three (3) inches remaining on the roadway, fill holes made when <br />rocks are removed, and remove fallen trees so they are outside the clearing limits. . <br />9.16) Existing lead-in ditches and catch basins on all culverts shall be cleared of alI material to provide an open water flow. The <br />discharge end of the culverts shall be cleared of material to effectively disperse the flow of water. <br />9.17) Road maintenance will not generally be perrnitted to exceed one (1) mile intervals at one time. Berms of material caused by road <br />maintenance operarions will be removed from the roadway prior to the end of each day's work and not left in place over night, over <br />weekends, or holidays unless unfavorable weather or breakdowns prevent removal (see signing). <br />9.18) Maintenance of back slopes will not normally be required unless sloughing or caving has occurred. The back slope shall not be <br />undercut when pulling the ditches. <br />9.19} The area viunediately before and after cattle guards shall be bladed in such a manner as to effect smooth transition when passing <br />from roadway over cattle guard and back to roadway. Back drag excess material and grade away from cattle guards to fill voids and <br />ensure cattle guards are not filled with material from road surface. Surface material that is deposited in cattle guards by maintenance <br />operations must be removed arid mixed back into the roadway. <br />9.20} The pulling of ditches shall be included with balding procedures. Widened roadway sectians at cattle guards, curves, fills, and <br />turnouts shall also be included with the balding of the roadway. The shoulder line shall be defuute; continuous, and smooth with no <br />~pt changes in alignment. <br />9.21) Waste material from the road such as from slides or sloughs shall not be deposited in streams, stream channels, or at locations . <br />which could cause damage through silting or obstructing of streams or reservoirs. <br />
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