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_INSPECTION - C1980007 (6)
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_INSPECTION - C1980007 (6)
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Entry Properties
Last modified
11/5/2020 11:22:17 AM
Creation date
11/2/2012 7:55:59 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Inspection
Doc Name
Inspection Report
From
DRMS
To
Kathy Welt
Inspection Date
10/24/2012
Email Name
JRS
DIH
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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October 24, 2012 C-1980-007/West Elk Mine JRS <br /> HYDROLOGIC BALANCE (cont.): -Last month the operator cleaned the ditch along the haul road to the <br /> Sylvester Gulch facilities area, including cleaning out all of the sediment from behind the rock socks. The ditch <br /> remained clean and stable during this month's inspection. <br /> -West Elk has completed most of the fresh water and sediment control ditches at the RPEE. Please see the <br /> Processing Waste section below for more details. <br /> GENERAL MINE PLAN COMPLANCE: <br /> -The current mining operations at the West Elk Mine are in the E-Seam in longwall panel E3. They are currently <br /> mining at cross-cut 8 at approximately station 10+00. They should be done with longwall panel E3 and moving <br /> into panel E4 in the middle of November. They are currently doing development work in the panel E5 headgate <br /> and are between cross-cut 30 and 31 at approximately station 55+60. There is no change in the development work <br /> in the panel E6 headgate or the E South Mains since the last inspection. The current mining information is shown <br /> on a map in the basement of the main office building in the operations area. Overall,mining is progressing as <br /> permitted and shown on Map 51 -E-Seam Projected Operations. <br /> PROCESSING WASTE/COAL MINE WASTE PILES—Rule 4.10 and 4.11 Drainage Control; Surface <br /> Stabilization; Placement: <br /> -West Elk continues to remove refuse from the RPE and haul it to the RPEE. They are excavating a lift that is <br /> approximately ten feet deep. This is being done to provide room to stockpile refuse at the RPE during the winter <br /> months when the RPEE is inaccessible due to weather(the operator believes that it will be difficult to keep the <br /> haul road open and safe). This stockpiled material will then be hauled to the RPEE when conditions improve <br /> (probably late in the spring). Overall the RPE was well graded and stable. There was no water pooling on the <br /> surface of the pile at the time of the inspection. The reclaimed portions of the pile are stable and well vegetated, <br /> with no erosional problems noted. The small slump area on the northeast corner of the pile remains stable. <br /> -The operator was hauling refuse from the RPE to the RPEE. The material was being dumped, spread and <br /> compacted. They are currently working on the third lift of the pile. The first two lifts are well graded and stable. <br /> West Elk is waiting to reclaim these lifts until they have a determination as to whether or not they can place <br /> additional refuse on that portion of the pile. The rock buttress and colluvial fill were both stable at the time of the <br /> inspection. The operator is also moving subsoil material from the area above the third lift of the RPEE to active <br /> subsoil pile 41. As stated above,work on the clean water and sediment ditches is almost complete. Clean water is <br /> conveyed into the ditch through a large,plastic culvert. The ditch bottom is approximately four feet in width, <br /> approximately two feet deep and has side slopes that appear to be 2:1. The ditch has a lining of river rock and the <br /> D50 appear to be approximately nine inches. The ditch daylights at the bottom of the draw and flows into the <br /> undisturbed. At the discharge point there is a splash pan made from larger pieces of durable rock. This area <br /> should be monitored to ensure that there is no erosion into the native channel and undisturbed area. The sediment <br /> ditch has a bottom width of approximately eight feet,a depth of approximately three feet(although the overall <br /> depth,based on the remaining side slopes that are not riprapped,is approximately six feet)and has side slopes that <br /> appear to be 2:1. The ditch is lined with riprap and the D50 appears to be approximately 12 inches. At the bottom <br /> of the draw the ditch takes a 900 turn to the west and flows into a half-culvert that is approximately 36 inches in <br /> diameter. This half culvert then flows into the RPE Pond. The operator will need to carefully monitor the area <br /> where the ditch makes the 900 turn for stability. <br /> Number of Partial Inspection this Fiscal Year: 1 <br /> Number of Complete Inspections this Fiscal Year: 2 <br /> Page 4 of 31 <br />
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