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GENERAL47069
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Last modified
8/24/2016 8:21:46 PM
Creation date
11/23/2007 3:07:08 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
General Documents
Doc Date
12/31/1986
Doc Name
PROPOSED DECISION AND FINDINGS OF COMPLIANCE FOR RN1
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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All of the mines located in this portion of the Sand Wash Basin are situated <br />in upland areas, which have been identified as recharge areas for the <br />individual aquifers. By extracting coal and its associated overburden, the <br />mining operations are removing a portion of the recharge area of the aquifer. <br />The actual mining pits and volume of coal and overburden removed is an <br />insignificant proportion of each aquifer within the entire basin. <br />Furthermore, due to the fairly steep dip of the coal, as exhibited at both <br />Seneca II and II-W Mines, recharge contact time is minimal. As spoils <br />resaturate and form an aquifer in the backfilled mining pits, the undisturbed <br />coal and overburden immediately down-gradient is exposed to a great recharge <br />potential. Due to the generally low permeability of the coal and overburden, <br />it is not thought that excessive amounts of recharge will be accepted by the <br />undisturbed aquifer. This physical characteristic will attenuate the <br />potential quality degradation of the adjacent aquifer due to infiltration of <br />the relatively high TDS spoils water. Furthermore, the potential recharge to <br />the consolidated aquifers due to the relatively limited area involved is a <br />small percentage of the total available amount of water in the aquifer. <br />Therefore, it is apparent that any adverse impacts due to the introduction of <br />poor quality water into the Sand Wash ground water basin will be mitigated due <br />to the relatively small area of impact, the low permeabilities of the aquifers <br />involved, and by eventual dilution within the basin. <br />The addition of poor quality water to the alluvial/colluvial aquifers adjacent <br />to mining will have a local impact on the quality of these aquifers. Spoils <br />aquifers will discharge to the surface system, which will, dependent upon <br />local conditions, infiltrate into the associated alluvial/colluvial aquifers. <br />Generally, these alluvial/colluvial systems are adjacent to the mine site and <br />are not put to any beneficial use in the immediate vicinity of the mine. The <br />possibility exists that these aquifers may recharge underlying regional <br />aquifers, but the majority of flow will be down-gradient toward the larger <br />stream systems. As the affected alluvial/colluvial water is mixed with the <br />larger, unaffected alluvial aquifer system, dilution will occur, which will be <br />sufficient to preclude material damage to the system. <br />B. 7wentymile Basin <br />The mines located in the 7wentymile Basin which are considered in this <br />analysis include the Colorado Yampa Coal Company's Mine No. 1, Mine No. 2, <br />Mine No. 3 and Eckman Park Mine; 7wentymile Coal Company's Foidel Creek Mine, <br />Fish Creek Tipple and Middle Creek Mine; Pittsburg and Midway's Edna Mine; <br />Sunland Mining Company's Apex No. 2 Mine; and a portion of Peabody Coal <br />Company's Seneca II Mine. <br />The Apex No. 2 Mine, the reclaimed Middle Creek Mine and the Foidel Creek Mine <br />are underground operations, while the Edna Mine, Seneca II Mine, Eckman Park <br />Mine and CYCC Mine No.s 1, 2 and 3 are all area strip operations. All of <br />these mines, except the Middle Creek Mine, are located at topographically high <br />points throughout the basin, which are typically described as recharge areas. <br />The Middle Creek t4ine, which was reclaimed in 1985, is located in a discharge <br />area. This is evident from portal discharges which have been measured at up <br />to 2,029 gallons per minute (4.5 cfs). <br />-28- <br />
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