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GENERAL31182
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Last modified
8/24/2016 7:48:32 PM
Creation date
11/23/2007 6:56:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
General Documents
Doc Date
1/19/1999
Doc Name
DRAFT ENVIRONMENTAL IMPACT STATEMENT CHAPTER 4
From
STEIGERS CORP
To
DMG
Media Type
D
Archive
No
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CNAPTERFOUR Enuironmenia~ consequences <br />4.3.4 Unavoidable Adverse Impacts <br />The action altematives would result in short-term increased sedimentation during construction <br />activities. If the BMPs to be implemented or the reclamation efforts are not successful, there <br />' could be long-term, adverse effects to surface water quality. Consumption of Colorado River <br />water may have along-term effect on the endangered fish species. <br />4.4 GROUNDWATER <br />' 4.4.1 Introduction <br />Impacts to groundwater can be sepazated into two topics: groundwater quantity and groundwater <br />quality. Groundwater quantity relates to the amount of groundwater stored within the aquifer <br />and available for withdrawal. Groundwater quality is related to the chemical composition of the <br />water and its suitability for various uses. <br />The Yankee Gulch Project, as proposed in the Mine Plan, would not utilize groundwater at the <br />Piceance Site. Water for processing at this site would be transported via pipeline from the <br />Parachute Site. This water would consist of return and recycled water, along with some make-up <br />water. Make-up water would be acquired from the Colorado River through an existing water <br />right and from alluvial groundwater wells in the Parachute Creek valley through an existing <br />water right. Since these are existing water rights, impacts of the water withdrawal have been <br />accounted for and will not be evaluated further in this section. Drinking water for the Piceance <br />Site would be transported to the site by truck. <br />' An impact related to the availability of groundwater could occur as a result of subsidence. <br />Subsidence could change the vertical (and possibly horizontal) hydraulic conductivity of the <br />' aquifer systems. This would allow for more rapid migration of fluids in the material. An actual <br />increase in the production rates for any groundwater extraction wells in the azea could result. <br />However, this would not increase or decrease the net quantity of water stored in the aquifer. <br />Potential impacts to groundwater quality are generally related to the potential for degradation of <br />the groundwater quality from the release of production fluids. Potentially, water quality impacts <br />may occur through casing failures, excursion of production fluid from solution cavities, solution <br />' transportation pipeline rupture, spills or leaks at the plant, or from leakage of the evaporation <br />ponds at the Piceance or Pazachute sites. <br />4.4.2 Direct and Indirect Impacts <br />Direct impacts to the quantity of groundwater in the Project Area aze not anticipated as part of <br />the No Action, Proposed Action, or Accelerated Development altematives. Since groundwater <br />other than the pre-existing water right is not utilized, impacts on the availability of groundwater <br />aze not anticipated. The potential for direct impacts to groundwater quality exists for both the <br />Upper and Lower Aquifers. The potential for indirect impacts to the water quality of Piceance <br />Creek and Parachute Creek alluvium also exists. <br />Surtace Water and Surface Water Drainages 4-13 <br />
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