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2011-02-15_REVISION - C1980004 (2)
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2011-02-15_REVISION - C1980004 (2)
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Entry Properties
Last modified
8/24/2016 4:31:02 PM
Creation date
3/7/2011 2:06:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
Revision
Doc Date
2/15/2011
Doc Name
Preliminary Adequacy Review
From
DRMS
To
McClane Canyon Mining, LLC
Type & Sequence
PR2
Email Name
MPB
SB1
Media Type
D
Archive
No
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Corey Heaps <br />McClane Canyon Mining, LLC <br />February 15, 2011 <br />Page 20 <br />• The Division requests that a larger plan view of the sediment pond be provided. The <br />plan view of the sediment pond provided in Figure 2.2 -3 is too small to see details. <br />• The Division requests that Figure 2.2 -3 be revised so that more of the subwatershed <br />.drainage basins are shown. <br />• On revised page 2.05 -21, the use of a centrifugal pump is mentioned as an optional way <br />of dewatering the sediment pond. The Division requests that mention of this option be <br />added to Section A -A' of Figure 2.2 -3. <br />101. The Structure Networking sheets on pages 20 and 21 of Appendix M show that culvert C -13 <br />flows directly into the sediment pond and that culvert C -18 flows directly into ditch D -18. <br />However, on Figure 2.2 -3, the culvert leading directly to the pond appears to be labeled as <br />culvert C -18 and culvert C -8 leads into ditch D -18. Please explain. <br />102. Several of the ditch designs show water velocities above 5.0 feet per second but not all of the <br />ditches are designed to be riprapped, including ditches D -3, D -5, D -11, D -30 and R -1. Please <br />explain. <br />103. Please add a discussion to the permit text, or point out where such a discussion is located in the <br />permit, concerning inlet and outlet protection for culvert C 11. <br />104. Because culvert C 11 will be about 600 feet long, does MCM intend to construct access sites in <br />case the culvert gets blocked or construct inlet protection to minimize debris entering the <br />culvert? Please add a discussion to the permit text concerning this issue. <br />105. On page 1 of Appendix N - Probable Hydrologic Consequences, Figure 4.2 -3 is referenced as <br />showing the projected saturated zone of the Cameo Coal Seam. Please update Figure 4.2 -3 to <br />reflect the projected saturated zone given the mine expansion and new permit boundary <br />proposed with PR -2. <br />106. On page 2 of Appendix N there appears to be an error in describing the groundwater flow <br />direction. In the second and third sentences of the second paragraph, MCM states that the flow <br />through the coal seam is from the northwest to the northeast. From Figure 4.2 -3 It appears that <br />the flow direction would be more correctly described as being from the southwest to the <br />northeast. Please check this information and make the appropriate corrections. <br />107. Well GW -3 is used as the groundwater monitoring point for the gob leachate analysis presented <br />in Appendix N. As stated previously in Items 12 and 89 above, the Division believes that a <br />new well closer to the refuse pile location would be more appropriate for identifying potential <br />impacts from the gob leachate. We believe that the PHC analysis for GW -3 with regard to <br />conductivity increases remains valid. However, monitoring results from a well closer to the <br />refuse pile would validate the conclusions presented for both conductivity and metals <br />concentration increases in groundwater and surface water. <br />
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