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Draft Environmental Impact Statement for Roca Honda Mine

Draft Environmental Impact Statement for Roca Honda Mine

Draft Environmental Impact Statement for Roca Honda Mine

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Chapter 3. Affected Environment and <strong>Environmental</strong> Consequences<br />

Details on the chemistry of the material and of potential reactions are not known at this time and,<br />

thus, it will be important <strong>for</strong> RHR to per<strong>for</strong>m testing and to mix the materials with cement prior<br />

to placement. EPA (1975, p. 2) reports that from other mines in the area, conventional<br />

underground mining has caused deterioration of post-mine groundwater quality, most<br />

dramatically from increased dissolved radium and uranium. Increased concentrations of dissolved<br />

metals would also be expected, including arsenic, molybdenum, selenium, and vanadium. For EIS<br />

purposes, the oversight of backfill by NMED—a State regulatory requirement—is expected to<br />

ensure that there is no backfill using materials capable of having an adverse effect on<br />

groundwater quality.<br />

<strong>Mine</strong> shafts would be grouted during construction, but this is not expected to seal off waterflow<br />

entirely. The shafts would not be backfilled, so that when dewatering ceases, the shaft would<br />

provide a pathway <strong>for</strong> a small amount of water movement among aquifers, due both to the nature<br />

of the grouting material and its physical breakdown over time. In general the flow would be<br />

expected to be downward (e.g., Gallup to Dakota to Westwater), reflecting the predevelopment<br />

regional gradient and residual drawdown effects. This minor component of the water budget is<br />

not simulated in the Intera model. For the Westwater, the contribution of Dakota water would<br />

degrade water quality; based on Kelly and others (1980), the most noticeable effect would be<br />

increased sulfate.<br />

<strong>Impact</strong>s of Surface Facilities and Operations<br />

<strong>Impact</strong>s to groundwater are possible from: (a) seepage related to surface discharge of treated mine<br />

water, (b) construction and operation of mine facilities at the land surface including stockpiles of<br />

excavated materials, and (c) liquids and wastes used by or created by the mine that contain<br />

hazardous constituents. Potential contaminants include especially radionuclides and heavy metals.<br />

The mineralogy and geochemistry of the uranium deposits have not caused acid mine drainage<br />

historically in the Grants Uranium Belt, and no mineralization at the RHR mine indicates that<br />

conditions are different at this location.<br />

The project is designed to eliminate all potentially significant seepage of impacted surface water<br />

to groundwater. The measures to control groundwater pollution will be specifically regulated by<br />

NMED through issuance (or denial) of a groundwater discharge permit <strong>for</strong> RHR. The NMED<br />

permitting process began with RHR’s application <strong>for</strong> a permit in 2009, and has progressed<br />

through numerous submittals by RHR to NMED at increasing levels of detail. That process will<br />

ultimately require a public notice of a draft permit. One outcome of the process could be control<br />

measures beyond what is now planned. Such further control or mitigation measures would result<br />

in fewer impacts than those evaluated in the EIS.<br />

The most important control now included in RHR’s plan is that water pumped from the mine,<br />

along with water gathered from surface facilities, will be treated at the wastewater treatment plant<br />

(WTP) with required removal of contaminants to safe levels (see brief discussion above under<br />

surface water). Based on data from other mines, treatment will likely be required <strong>for</strong> selenium<br />

and may be necessary <strong>for</strong> other substances, such as radionuclides.<br />

In<strong>for</strong>mation now available indicates the WTP would have substantial capacity to deal effectively<br />

with influent of variable quality; 8,000 gpm is the basis <strong>for</strong> equipment sizing although maximum<br />

dewatering rates are estimated to be 4,500 gpm. Plant design includes one double-lined surge and<br />

two double-lined treated water holding ponds to minimize the potential <strong>for</strong> discharge of untreated<br />

DEIS <strong>for</strong> <strong>Roca</strong> <strong>Honda</strong> <strong>Mine</strong>, Cibola National Forest 177

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