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technical report on the nechalacho deposit, thor lake project ...

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seven) have occurred more frequently al<strong>on</strong>g <strong>the</strong> west border of <strong>the</strong> province, adjacent to <strong>the</strong><br />

east side of <strong>the</strong> Yuk<strong>on</strong> Territory, during <strong>the</strong> period of record.<br />

Seismic hazard for <strong>the</strong> TLP has been examined using <strong>the</strong> probabilistic calculati<strong>on</strong>s as per <strong>the</strong><br />

2005 Nati<strong>on</strong>al Building Codes (NBC) for <strong>the</strong> site area released by Natural Resources Canada.<br />

Seismic hazard is quantified using spectral accelerati<strong>on</strong>, which is <strong>the</strong> amount of ground moti<strong>on</strong><br />

for sustained shaking energy at a particular period. Spectral accelerati<strong>on</strong> at periods of 0.2, 0.5,<br />

1.0 and 2.0 sec<strong>on</strong>ds (equivalent to frequencies of 5, 2, 1, and 0.5 Hertz) are used to fully<br />

quantify seismic hazard as Uniform Hazard Spectra (UHS). Although spectral accelerati<strong>on</strong> is<br />

c<strong>on</strong>sidered a better measure of potential damage than <strong>the</strong> peak measures used by <strong>the</strong> 1995<br />

code, <strong>the</strong> peak ground accelerati<strong>on</strong> is still used for foundati<strong>on</strong> design.<br />

Ground moti<strong>on</strong> probability is expressed in terms of probable exceedance of a given horiz<strong>on</strong>tal<br />

accelerati<strong>on</strong> or velocity over a particular time span. The probability used in <strong>the</strong> 2005 NBC is<br />

0.000404 per year. This corresp<strong>on</strong>ds to an event with a return period of <strong>on</strong>e in 2,500 years, or<br />

a 2% chance of an earthquake causing horiz<strong>on</strong>tal ground moti<strong>on</strong> greater than <strong>the</strong> given<br />

expected value over a 50-year period.<br />

The c<strong>on</strong>diti<strong>on</strong>s at site are believed to generally c<strong>on</strong>sist of relatively shallow <strong>deposit</strong>s of sandy till<br />

(generally

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