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Pierre River Mine Project

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WATER ERCB SIRS 46 – 79<br />

assigned based on the parameterization described in previous hydrogeology<br />

baseline, EIA, and other selected investigations in the region.<br />

Section 7.1<br />

Recharge values were initially assigned based on professional judgment by<br />

referencing calibrated model values from other EIAs conducted in the region and<br />

other studies in similar hydrogeologic settings in Alberta.<br />

Request 75b Are the hydraulic values for each formation uniform?<br />

Response 75b Table 1 indicates that:<br />

• hydraulic conductivity values were generally uniform for each given<br />

geological material<br />

• there are regional variations within a formation. For example, four hydraulic<br />

conductivity values are assigned to McMurray Formation oil sands and two<br />

hydraulic conductivity values are assigned to the basal aquifer, for a total of<br />

six different hydraulic conductivity zones for the McMurray Formation<br />

The EIA, Appendix 4-1, Section 1.2.2.3, page 26, indicates that a uniform<br />

specific storage value was applied to all model layers.<br />

Request 75c Were the hydraulic conductivity values for the basal aquifer compared with other<br />

sources? If yes, then provide a summary of those sources and their reported<br />

values.<br />

Response 75c Table E on page 16 of the Hydrogeology Environmental Setting Report<br />

(WorleyParsons Komex 2007) lists reviewed sources and values of basal aquifer<br />

hydraulic conductivity in the region.<br />

Reference<br />

WorleyParsons Komex. 2007. Hydrogeology Environmental Setting Report for<br />

the Jackpine <strong>Mine</strong> Expansion and <strong>Pierre</strong> <strong>River</strong> <strong>Mine</strong> <strong>Project</strong>. Prepared<br />

for Shell Canada Limited, Calgary, AB. Submitted December 2007.<br />

Request 75d Provide a chart illustrating the change in groundwater elevation and quality for<br />

the monitoring wells used in calibration from the pre-development groundwater<br />

levels to the present levels.<br />

Response 75d Figure 21 in EIA, Volume 4B, Appendix 4-1, Section 1.2.2.5, illustrates the<br />

changes in groundwater elevation from pre-development to the end of the<br />

calibration period (the end of December 2005) for select transient calibration<br />

points for the regional groundwater model.<br />

Since the model was calibrated to historical depressurization activities at Albian<br />

Sands Energy Inc.’s Muskeg <strong>River</strong> <strong>Mine</strong> and Syncrude Canada Ltd.’s Aurora<br />

North <strong>Mine</strong> and the effects of depressurization at these facilities is bounded to<br />

7-28 Shell Canada Limited April 2010<br />

CR029

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