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Feasibility Study and Technical Report - Pretivm

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Figure 18.7Photo of Typical Slopes in the Salmon River Valley18.7.2 TRANSMISSION LINE DESIGN AND CONSTRUCTIONGiven the preferred route <strong>and</strong> terrain for the proposed Brucejack Transmission Line,various options were investigated for conductor selection, tower design, <strong>and</strong> constructionapproach. While the vast majority of transmission lines in BC <strong>and</strong> elsewhere areconstructed using wood poles, the use of steel towers were considered more suitable tothe terrain <strong>and</strong> construction requirements for the Project.Engineering <strong>and</strong> construction constraints for the Project include:• the moderate to steep slopes immediately above the existing road to theGr<strong>and</strong>uc Mine, limiting the suitability of this corridor for a transmission due toimpacts <strong>and</strong> significant risk of upslope hazards (tree fall, debris slides, etc)• the lack of road access from the Gr<strong>and</strong>uc Mine site to the Knipple Glacier,significantly increasing the access costs (on a per-structure basis)• the snow avalanches on many slopes in the area, limiting the technically viableroutes – particularly in the Knipple Glacier area• the movement of the Knipple Glacier, presenting foundation conditions notsuitable for transmission towersPretium Resources Inc. 18-25 1291990200-REP-R0012-02<strong>Feasibility</strong> <strong>Study</strong> <strong>and</strong> <strong>Technical</strong> <strong>Report</strong> on the BrucejackProject, Stewart, BC

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