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2008-03-03_PERMIT FILE - C2006085A (2)
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2008-03-03_PERMIT FILE - C2006085A (2)
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Last modified
8/24/2016 3:24:05 PM
Creation date
3/20/2008 11:06:41 AM
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Template:
DRMS Permit Index
Permit No
C2006085A
IBM Index Class Name
Permit File
Doc Date
3/3/2008
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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- Facility Septic System <br />Description:s of facilities and structures listed above are presented in <br />the following sections. <br />Mine Portals <br />Northfield v~rill construct a single tunnel from the surface through <br />overburden strata. to intercept the coal seam which lies approximately <br />300 feet vertically below the surface. The tunnel is shown in cross- <br />sectional foirmat on Figure 2.05.3-3. This opening will be mined <br />downward at a slope of approximately 16 degrees from horizontal. At <br />this angle, t:he total length of the slope will be approximately 1,100 <br />feet from ground level to the Ocean Wave seam. Portal development <br />will begin by excavating alluvial material and expose competent rock to <br />begin mining the decline. The alluvial materials will be temporarily <br />stockpiled and subsequently used as backfill around the concrete portal <br />structure acid for fill material on the mine facility bench area. The <br />excavated materials from the slope development will be temporarily <br />stockpiled during development of the decline. This material will <br />- ----subseq-gently-be moved-and-placed-~o-for-m-portions-of-the-facilities <br />bench area. Material volumes and placement details regarding the use <br />of the excavated alluvial and development materials are described in <br />• later in this section under "Coal Mine Waste and Non-Coal Processing <br />Waste". <br />The portal structure will include concrete foundations and slabs with <br />steel support members to provide ground control at the mouth of the <br />opening for the long-term protection for personnel and equipment. <br />Concrete retraining walls will adjoin the portal within the open ramp <br />area at the mouth of the opening. These retaining walls will angle <br />away slightly from the alignment of the decline for structural stability. <br />The area behind the wing walls will be backfilled with the <br />aforementioined excavation materials. General construction and <br />dimensional information for the portal area is provided on Table <br />2.05.3-2. <br />The decline entry will be divided with a substantially constructed <br />vertical partition wall extending from the surface to the coal seam. This <br />partition will effectively separate the decline into two separate <br />openings into the mine; one for fresh air mine intake and access of <br />personnel and equipment, the other containing the conveyor belt for <br />coal haulage. Construction of the partition will also provide additional <br />structural support of the roof of the decline for long-term stability. <br /> <br />2.05.3-10 Revised 5/01/07 <br />
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