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2008-04-02_REVISION - C1981044 (5)
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2008-04-02_REVISION - C1981044 (5)
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Last modified
8/24/2016 3:26:46 PM
Creation date
4/3/2008 2:26:56 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981044
IBM Index Class Name
REVISION
Doc Date
4/2/2008
Doc Name
Hydrology snd Subsidence Review
From
Tom Kaldenbach
To
Janet Binns
Type & Sequence
SL2
Email Name
DIH
Media Type
D
Archive
No
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constituents a~°e likely to be present in discharge effluent, and did not include all of the <br />constituents fir which there are instream standards in the Williams Fork River. It is <br />unlikely, however, that the effluent would have contained these other constituents in <br />significant amounts; therefore, it is reasonable to conclude that operations in the bond <br />release area ~~re in compliance with the instream standards. Future exceedances of <br />instream standards in the Williams Fork River or Yampa River are unlikely after final <br />bond release Hof the entire permit area based on the mass-balance calculations, unless <br />reactivated mine operations cause changes in water quality (see Table 5 in the hydrology <br />evaluation memorandum). The mass-balance calculations in Table 5 are consistent with <br />the conclusions of the Division's Yampa River Cumulative Hydrologic Impact <br />Assessment. <br />Compliance with Material Damage Suspect Levels CDRMS 1988 Guideline). The <br />Division's guideline issued in 1988 specifies 1,000 umhos/cm as the maximum <br />conductivity in northwest Colorado that would generally indicate irrigation water is <br />potentially impaired. Crop irrigation is one potential use of Williams Fork River water <br />downstream from the Eagle Mine complex. As previously mentioned, the permittee <br />monitors water in the Williams Fork River at a site upstream from the Eagle mines (WF- <br />1) and a site downstream from the mines (WF-2). Comparison of the upstream and <br />downstream data indicate operations at the Eagle Mines currently do not cause the 1,000 <br />umhos/cm material damage suspect level to be exceeded. Mine water discharging to the <br />Williams Forlc River, whether from a portal or coal seam, is not likely to cause an <br />exceedance oi' the suspect level in the future because of the dilutional capacity of the <br />Williams Forl<; River, as shown in the analysis summarized in Table 5 in the hydrology <br />evaluation memorandum. In a year having precipitation near the historical average, mine <br />water seepage would not cause a detectable increase in TDS or other constituents in the <br />analysis. In a ciry year, concentrations of several constituents would be increased by mine <br />water, but the increases would not be enough to cause an exceedance of the instream <br />standards, including the Division's 1,000 mmhos/cm threshold for indicating material <br />damage to alluvial valley floors. <br />Prevention off impacts to surface water that adversely impact the postmining land <br />use within the permit area (CDRMS regulation 4.05.1(2)). Surface water features in <br />the permit area are the Williams Fork and Yampa Rivers. The postmining land uses of <br />rangeland/wilcilife, pastureland, and cropland can be expected to use surface water for <br />watering of wildlife and livestock. Mining and reclamation operations in the bond release <br />area have not impaired surface water for these uses. The concentration of total dissolved <br />solids of suriEace waters in the area are well below 5,000 mg/1, ause-suitability <br />benchmark for wildlife and livestock. The long-term outlook is for this water quality to <br />continue. <br />Prevention oiF material damage to the hydrologic balance outside the permit area <br />(CDRMS regulation 4.05.1(1)). Mining and reclamation at the Eagle Mines have not <br />caused significant impacts to the hydrologic balance outside the permit area, and are not <br />likely to cause significant impacts in the future. <br />
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