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2012-07-30_HYDROLOGY - C1981035 (5)
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2012-07-30_HYDROLOGY - C1981035 (5)
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Last modified
8/24/2016 5:04:18 PM
Creation date
8/6/2012 9:18:08 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
HYDROLOGY
Doc Date
7/30/2012
Doc Name
2nd Quarter 2012 Quarterly Inspection Report (King I Mine)
From
GCC Energy
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
MLT
SB1
Media Type
D
Archive
No
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INSPEC REPORT <br />Site:National King Coal Mine, Hesper us, Colorado <br />Inspected By: Don ft May, P.1.., Project Engineer <br />Inspection Date: 2" ` Quarter Inspection, Juno 30, 2012 <br />Ponds: Photographs 1 and 2 show the east and west ponds. Both are generally in good <br />condition but both also appear to need cleaning. Excess sediment should be removed from <br />the bottom of the ponds to assure the assure the required storage volume of water. The <br />inlets, outlets and embankments of both ponds were inspected and appear to be operating as <br />designed. As mentioned in previous reports the elevation of the staff gage should be <br />checked to assure it accurately reflects design elevation of the bottom of the pond. <br />Drainage Ditches: All drainage ditches were inspected. As reported previously there is at <br />least one location on the "dirty water" ditch that runs from the top of the pile down through the <br />yard and to the west pond that has experienced some erosion on the left bank (looking down <br />stream). See photograph 3. All ditches should be inspected and repaired as needed. <br />Drop inlets and pipe entrances should be routinely cleared of dirt and debris to assure proper <br />performance (photograph 4). <br />Drainage in and around the upper and lower yards is working well and both are in good <br />shape. Except where noted, all drainage features have been constructed and are operating <br />as stated in the drainage plan submitted to the Division of Minerals and Geology. <br />Coal Waste Pile: The top of the waste pile is in good condition. There are some piles on top <br />of the pile waiting to be spread (photograph 5). This should be done routinely. The thickness <br />of each lift should not exceed that specified in the design and care should be take to assure <br />the proper cross slope. In addition, the density of new fill material should be periodically <br />checked to assure design compaction. The face of the waste pile appears stable and in good <br />condition as seen in photograph 6. Except for any items mentioned above the fill on the <br />waste pile has been constructed as specified in the design approved by the Division of <br />Minerals and Geology. <br />
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