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2025-05-05_PERMIT FILE - C1981010 (24)
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2025-05-05_PERMIT FILE - C1981010 (24)
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Last modified
6/18/2025 8:23:14 AM
Creation date
5/27/2025 1:23:50 PM
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
5/5/2025
Doc Name
AOC Variance Summary
Section_Exhibit Name
Appendix B AOC
Media Type
D
Archive
No
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10 <br />4.2 Ash Pit Drainage Improvements <br />The 103.5-acre Ash Pit lies primarily within the Johnson Gulch watershed (65 acres) with the remaining <br />acres within the Pyeatt watershed. The Ash Pit represents only 1.5% of the 7,053-acre Pyeatt/Johnson <br />Gulch watersheds. The evaluation of post-mining drainage conditions completed by Mattern focused on <br />the Johnson Gulch watershed since it represents the majority of that drainage. Table 6 shows the <br />changes in the Ash Pit portion of the Johnson Gulch watershed pre- and post-mining. Figure 7 of the <br />accompanying Mattern report (Attachment 2) shows the pre- and post-mining drainage patterns for the <br />Ash Pit and surrounding areas. <br />Table 6 Johnson Gulch Drainage Characteristics within the Ash Pit Pre- and Post-Mining <br />Condition Acreage <br />Drainage Density <br />(mi/mi2) Gradient (%) <br />Sediment Yield <br />Per Acre (tons) <br />Pre-Mining 1,432 3.1 9.3 1.03 <br />Post-Mining 1,435 3.2 7.8 0.56 <br /> <br />Based on the Mattern evaluation, the Johnson Gulch watershed would be slightly larger. The watershed <br />characteristics would be very similar with similar drainage densities and less steep drainage gradients <br />and about half of the sediment yield based on the SEDCAD evaluation. <br />Drainage patterns would be designed to blend with surrounding drainage patterns and would not <br />represent a change from the surrounding drainage patterns. Figure 6 shows the proposed drainage <br />patterns for the AOC variance post-mining topography for the Ash Pit area and the drainage patterns <br />within the surrounding areas. As shown on the figure the proposed post-mining drainage pattern blends <br />with the surrounding drainage patterns. <br />There would not be any significant changes in the post-mining watershed areas that would impact <br />seasonal or flood flows from the post-mining reclaimed areas or adversely affect surrounding ecology or <br />any existing or planned use of surface water or groundwater. <br />5.0 Landowner Agreements <br />Attachment 3 contains a letter of concurrence with the AOC variance from Trapper Mining Inc, the <br />owner of the land associated with the L Pit. Attachment 3 also contains a letter of variance for <br />concurrence of the AOC variance from the Colorado State Land Board owner of the land associated with <br />the Ash Pit. <br />6.0 Conclusions <br />As discussed in the text above and accompanying attachments, a variance from AOC for the final cut of <br />the L Pit and for the Ash Pit would result in a more stable long-term post-mining configuration and in <br />improvements in the overall watershed for the two pit areas. The variance would not impact approved <br />methods for backfilling, grading, topsoil replacement or revegetation. <br />The L Pit shows overall pre-mining topography with slopes of 16° or steeper and steeper slopes that <br />exceeded 20° in the southern portion of the L Pit area. Post-mining the slopes would range from 4 to 14° <br />and would blend with the surrounding topography.
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