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Pierre River Mine Project

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WATER ERCB SIRS 46 – 79<br />

Section 7.1<br />

Response 49b Most of the evaporative losses within the process area result from operating the<br />

open-loop cooling tower. During detailed design and operations, opportunities<br />

will be sought to find a use for this low-grade heat before it is sent through the<br />

cooling tower. This would result in lower evaporative losses.<br />

Request 49c Confirm which of the strategies listed in Shell’s water management plan will be<br />

implemented.<br />

Response 49c Shell intends to implement all of the strategies listed in its water management<br />

plan.<br />

Question No. 50<br />

Request Volume 1, Section 13.1, Page 13-23, Supplemental Information Responses.<br />

Shell states, “The simulation results showed that a system of recovery wells<br />

would be effective in capturing the ETDA seepage plume in the surficial deposits<br />

and would prevent seepage migration to the Athabasca <strong>River</strong> valley.”<br />

50a Elaborate on the effectiveness of the proposed system to capture vertical seepage<br />

underneath surficial deposits.<br />

Response 50a Groundwater interception measures for the external tailings disposal area<br />

(ETDA) focuses on lateral groundwater flow in the surficial deposits. Vertical<br />

seepage from the surficial deposits beneath the ETDA is not predicted to occur at<br />

appreciable rates because of the low hydraulic conductivity of the underlying<br />

McMurray Formation, as reported in EIA, Volume 4A, Section 6.3.6.2, page 6-<br />

212.<br />

Request 50b Elaborate on the additional mitigation measures (besides additional interception<br />

wells) that Shell would implement to increase the capture of ETDA seepage into<br />

surficial deposits and greater depths.<br />

Response 50b The current interception wells are predicted to adequately capture ETDA<br />

seepage. However, if further monitoring indicates additional mitigation measures<br />

are necessary, these measures would be to:<br />

• increase pumping rates, to increase the radius of influence of the interception<br />

well or wells<br />

• use slurry walls or grouting or both, to provide a barrier to groundwater flow<br />

which could be directed to installed interception wells<br />

7-4 Shell Canada Limited April 2010<br />

CR029

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