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HYDRO27135
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HYDRO27135
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Entry Properties
Last modified
8/24/2016 8:46:31 PM
Creation date
11/20/2007 7:36:01 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
Hydrology
Doc Date
7/30/2007
Doc Name
2nd Quarter 2007 Quarterly Inspection Report
From
National King Coal, LLC
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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INSPECTION REPORT <br />Site: National King Coal Mine, Hesperus, Colorado <br />Inspected By: Don R. May, P.E., Project Engineer <br />Inspection Date: Quarterly Inspection June, 2007 <br />Ponds: Photograph 1 shows the west pond and photo 2 the east pond. Both appear to <br />operating properly. The inlets, outlets and embankments of both ponds were inspected <br />and appear in good condition. The east pond is due for Leaning this year. <br />Drainaoe Ditches: Photograph 3 shows the drainage ditch adjacent to the waste pile. <br />The ditch intercepts runoff that comes off the(pile as well as the hillside. It is important <br />that the gradient of the ditch slopes toward. the mine yard (away from the cart). Some <br />low spots Head to be repaired. All other drainage channels on the site were inspected <br />and are in good condition. Routine maintenance should be carried out to ensure that the <br />entrances to all pipes are free of debris. Soma coal contaminated runoff appears to be <br />entering the clear water ditch on the north side of the top of the waste pile. Photo 4 <br />shows this area. As fill is added to the pile the access road needs to be graded to keep <br />runoff from the pile and road from entering this ditch. <br />Drainage in and around the upper and lower yards is working well and both are in good <br />shape. Photograph 5 shows the ditch behind the office. Except where noted, all <br />drainage features have been constructed and are operating as stated in the drainage <br />plan submitted to the Division of Minerals and Geology. <br />Coal Waste Pile: The upper portion of the waste pile (above the road) appears stable <br />and in good condition. Care should be taken keep this surface relative uniform an <br />sloping to the drainage ditch. AS mentioned in previous reports, the blocks placed at the <br />toe of the water pile have improved slope stability. A continuation of the blocks around <br />the curve towards the photographer would help remediate the oversteepened section <br />seen in the photo. The design slope of the face is 3:1. At some point the actual slope <br />should be surveyed to confirm compliance. Ultimately another course of block may be <br />needed. <br />Except for the items mentioned above the fill on the waste pile has been constructed as <br />speafied in the design approved by the Division of Minerals and Geology. <br />
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