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PERMFILE137230
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PERMFILE137230
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Last modified
8/24/2016 10:37:53 PM
Creation date
11/26/2007 5:44:18 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
1/15/2002
Doc Name
Pages 2.05-59 through 2.05-116
Section_Exhibit Name
Rule 2.05 Operation and Reclamation Part 2
Media Type
D
Archive
Yes
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2.05.6 <br />The operator will construct a pipeline from the mine portal to convey mine <br />water to D Gulch. The mine water will be treated in underground sumps so <br />no outside settling ponds will be required. The pipeline will be installed <br />during the second quarter of 2002. D Gulch is a well defined ephemeral <br />channel that drains into the North Fork of the Gunnison River. The <br />predominant vegetation in the ephemeral channel is oak brush. The Deer <br />Tail Ditch is piped under D-Gulch and there is an undershot in D Gulch for <br />the Fire Mountain Canal. Therefore, no structures are required to keep mine <br />water out on the irrigation structures. Furthermore, D Gulch's well defined <br />ephemeral channel will assure the mine water has no impact on water users, <br />the alluvial valley floor or prime farmland, if any, after if leaves the mine <br />property but before it enters the North Fork of the Gunnison River. The mine <br />water will be contained in the D Gulch channel so it will not effect or come in <br />contact with irrigation water for adjacent lands. <br />Leachate from the proposed refuse and coal stockpile could also degrade <br />• the water quality of the river. The proposed refuse and coal pile will <br />encompass 5.5 and 4.9 acres at full capacity respectively. Based on the <br />geochemical analysis presented in Volume III, Exhibit 6, the average <br />conductivity of the roof, interburden and floor samples is 4,263 and coal is <br />810 umhos/cm. According to Section 2.04.8 the average annual rainfall in <br />the area is 18.5 inches. If all of this rainfall percolated through the piles <br />during the year, the equivalent flow would be 10 gallons per minute. In its <br />Cumulative Hydrologic Impact Study for the North Fork of the Gunnison <br />dated September 25, 1992, the DMG assumed infiltration through a refuse <br />pile is the result of snowmelt and it was estimated 2.8 inches per year would <br />infiltrate during a 60 day period. The equivalent flow for this assumption over <br />the 10.4 acre piles is 9 gallons per minute over the 60 day period. The two <br />different leachate production estimates produce similar equivalent flow <br />values. However, based on the estimated equivalent flow figures, leachate <br />production and associated potential degradation is insignificant compared to <br />the potential degradation from mine water discharge. <br />Alluvial wells AW-1 through AW-6 were installed to monitor groundwater <br />• contamination. AW-1, AW-2 and AW-3 are near the coal stockpile and AW- <br />4, AW-5 and AW-6 are near the gob pile. The water quality in the wells is <br />Permit Renewal 2.05 - 74 - 04!02 <br />S~9/o z <br />
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