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Draft Environmental Impact Statement for Roca Honda Mine

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

Drawdown from pumping in the Gallup and Dakota can be large, but is predicted to be localized<br />

to in and near the mine permit aera. Drawdown in the Westwater is modeled as much more<br />

extensive. Figure 43 is a map of the modeled drawdown in the Westwater caused by the <strong>Roca</strong><br />

<strong>Honda</strong> <strong>Mine</strong> (i.e., the difference between scenarios 2 and 1) at the end of mining (assumed to be<br />

13 years from startup). The map was prepared by the USFS using data from the Intera model.<br />

Contour lines are given <strong>for</strong> 1,000 feet of drawdown, 100 feet, 10 feet, and 1 foot. The Westwater<br />

cone of depression would continue to expand after mining and dewatering stop and water levels<br />

at the mine begin to recover. This occurs in the Dakota as well, but as its pumping is limited in<br />

time, the effect is much less. The result is that maximum Westwater drawdowns outside the<br />

permit area may occur years after mining.<br />

Figure 44 is a map showing modeled drawdowns 100 years after mining ceases (assumed to be<br />

the year 2125). At this time the Westwater cone is both broad and shallow. As of 2025, the 10-foot<br />

drawdown contour extends 16.6 miles out from the mine and the 1-foot contour extends as far as<br />

17 miles. At this time, the maximum drawdown is still within the permit area and is about 30 feet.<br />

Changes beyond 2125 are not simulated.<br />

Due to the length of time it would take water levels in the Westwater Canyon aquifer to recover to<br />

pre-pumping conditions, the impact of the <strong>Roca</strong> <strong>Honda</strong> <strong>Mine</strong> on this groundwater resource would<br />

be considered significantly adverse.<br />

It is possible to plot drawdown over time <strong>for</strong> any layer and any grid location within the model<br />

domain. Figures 45–47 provide three such hydrographs; the impact of RHR is seen by comparing<br />

scenario 2 (with the mine) to scenario 1 (existing pumping only). The hydrographs were prepared<br />

by the USFS using data from the Intera model. Year 0 in each graph represents the year<br />

construction begins. Scenario 4 is also shown in these figures and it and scenario 3 are discussed<br />

below under cumulative impacts.<br />

• As indicated in figure 45, <strong>Roca</strong> <strong>Honda</strong> <strong>Mine</strong> dewatering would cause no significant<br />

impact to the San Mateo community well, which draws from the Point Lookout aquifer,<br />

far higher in the stratigraphic column than the Westwater.<br />

• Well 143 is a ranch well about 2 miles west of the mine that may be completed in the<br />

Westwater. (Based on the reported depth of the well, it may be completed in a shallower<br />

unit.) As shown in figure 46, under existing conditions, water levels are simulated as<br />

rising as they recover from past mining. The RHR impact is immediate and large,<br />

reaching about 200 feet of maximum drawdown. Water levels are predicted to recover<br />

after mining ceases.<br />

• As indicated in figure 47, there would be no impact from RHR at Crownpoint, where<br />

community wells also draw from the Westwater but outside the cone of depression of the<br />

mine.<br />

No wells drawing from the Dakota or Gallup were identified that would have significant impacts<br />

from the RHR mine. A possible exception is Well 143, which could be completed in one of those<br />

units; if so, impacts would be much smaller than shown in figure 46.<br />

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

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