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HYDRO26390
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Entry Properties
Last modified
8/24/2016 8:45:54 PM
Creation date
11/20/2007 6:36:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
Hydrology
Doc Date
8/4/2005
Doc Name
3rd Quarter 2005 Quarterly Inspection Report
From
National King Coal
To
DMG
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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. ,y~Zil4Clii::+.t .:lr. <br />- ~ RE ~~~ <br />~.;. J , G'/s c. <br />INSPECTION REPORT `~'~ R ~ '" <br />Site: National King Coal Mine, Hesperus, Colorado .. ;•~, ~/~~ //e <br />inspected By: Don R. May. P.E., Project Engineer ~; ~„~:., , ._ ._ai,~r` <br />Inspection Date: Quarterly Inspection, July, 2005 ee~dsF <br />Ponds: The inlets, outlets and embankments of both ponds were inspected and appear <br />in good condition. As seen in photo 1, the west pond is being cleaned of sediment. The <br />pond volume is significantly increased. Excess material is being placed orr the waste <br />pile. <br />Drainage Ditches: The drainage channels, on the north and south sides of the waste <br />rock pile, appear in good general condition. Care should be taken to maintain the <br />stretch of Gean water ditch between'the southwest comer of the waste pile and the <br />mine office. The upper and lower yards are all in good shape as seen in photo 2. The <br />culvert entrance located on the major drainage that enters at the south side of the mine <br />site near the adit is in danger of being blocked by vegetation, photo 3. All other ditches <br />and drainage structures were inspected and appear in good operating condition. Except <br />where noted, all drainage features have been constructed and are operating as stated <br />in the drainage plan submitted to the Division of Minerals and Geology. <br />Coal Waste Pile: As mentioned in previous inspection reports, over-steepening of the <br />waste pile face at the toe of the slope still exists. This is shown on photo 4. At this time <br />there are no visible signs of structural instability on the waste pile but a fix for this <br />problems should be pursued. <br />Photo 5 shows the top of the waste pile as it undergoes reconstruction. As mentioned in <br />previous reports, the top of the pile and the drainage ditch was rough and not at the <br />required design grades. Since the last inspections the top of the pile has been <br />:.omplete{y regarded. Although this work was stilt in progress at the time of this <br />inspection, it looks much better and appears that it will meet the design requirements <br />when completed. <br />Except for the items mentioned above the frl{ on the waste pile has been constructed as <br />specified in the design approved by the Division of Minerals and Geology. <br />
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