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HISTORICAL NEWS SEARCH - Government of British Columbia

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cm deep by 60 m wide. The deeper slab 50 m downslope was from 40 cm to 1.5 m deep and 90 m wide, stepping into<br />

the older snow layer, possibly along the climbers’ steps.<br />

The sun burning down on the slope was thought to be the cause <strong>of</strong> the avalanche. Early May had been very<br />

cool with significant snowfall and unusually low freezing levels. The weather during the four days prior to May 17 was<br />

unstable, stormy and cool. Daily new snow averaged 4-6 cm and temperatures were –3 to –10 o .<br />

On May 23, search and rescue personnel from Whistler and Pemberton flew to the site by helicopter. After a<br />

stability evaluation, the bodies were located and recovered from under light amounts <strong>of</strong> new snow. At 12:30, 15<br />

minutes after the bodies were recovered, another avalanche occurred under the same conditions.<br />

Late May 1996<br />

Event type: Spring run<strong>of</strong>f flooding.<br />

Precipitation: Not applicable.<br />

Source: Lakes District News, May 29, 1996; Houston Today, May 29, 1996; The Terrace Standard, May 29, 1996.<br />

At the end <strong>of</strong> May, following a prolonged period <strong>of</strong> below normal temperatures coupled with<br />

higher than normal snowpacks, many <strong>British</strong> <strong>Columbia</strong> river basins had the potential to high run<strong>of</strong>fs and possible<br />

flooding over the next weeks. The most recent snow surveys showed snowpacks above normal in much <strong>of</strong> the interior.<br />

Since this survey, some areas received additional snow accumulations, most unusual at this time <strong>of</strong> the year.<br />

The Bulkley River basin was one <strong>of</strong> the areas <strong>of</strong> concern. Due to spring run<strong>of</strong>f Buck Creek was approaching<br />

or at capacity. The Skeena River (near Terrace) was only somewhat above normal. On May 27, it measured a flow <strong>of</strong><br />

3,000 m 3 /s, up from the 2,500 m 3 /s norm.<br />

June 10, 1996<br />

Event type: Debris slide.<br />

Precipitation: Not applicable.<br />

Source: Individual Erosion Event Report Form June 17, 1996 by Rob Cuthbert, Engineering Specialist.<br />

Around June 10, a debris slide occurred in the Chambers Creek area. It happened on a steep slope <strong>of</strong> mature<br />

timber on thin soils over bedrock. Gravity and soil moisture most likely helped make the slope unstable. The slide in<br />

CP50, Blk. C1B, Forest Licence FLA-16820 measured approximately 40 m x 430 m.<br />

June 14, 1996<br />

Event type: Sinkholes.<br />

Precipitation: Not applicable.<br />

Source: Peace River Block Daily News, January 15, 1997; Canadian Press, June 6, 1997.<br />

During the summer, two sinkholes were found in the W.A.C. Bennett Dam. *1) On June 14, a tourist noticed<br />

the first one, about 40 m deep, in a road across the bridge. Drilling tests showed the sinkhole was caused by a 110-m<br />

long pipe about 15 cm in diameter that had been left in the dam when the construction was completed in 1967. In<br />

September, a smaller sinkhole was discovered surrounding a second survey pipe embedded in the dam. The discovery<br />

<strong>of</strong> the two holes in June and September caused alarm. It was feared that the dam might breach and spill the contents <strong>of</strong><br />

the 1,120-mi. 2 (2,900 km 2 ) Williston Lake Reservoir, the largest in North America.<br />

Hand compaction <strong>of</strong> material around the benchmark pipes during the construction <strong>of</strong> the dam was believed to<br />

be the cause <strong>of</strong> the two sinkholes. According to BC Hydro spokesman Dave Read, also the 30-ft. (9 m) areas around<br />

the sinkholes were not firm as could be and silt in the core <strong>of</strong> the dam had been moving. The sinkholes were refilled<br />

and the road across the dam rebuilt. To stiffen up the core <strong>of</strong> the dam the holes were filled by compaction grouting.<br />

Work for each hole was expected to cost about $7 million (Peace River Block Daily News, January 15, 1997).<br />

In May, the level <strong>of</strong> Williston Lake behind the dam dropped significantly, causing dust storms in some<br />

shoreline areas. By June, the reservoir started to refill. B.C. Hydro <strong>of</strong>ficials expected the lake to reach its normal level<br />

in September.<br />

---------------------------<br />

*1) The huge earth dam in northeastern <strong>British</strong> <strong>Columbia</strong> contains 57 Million m 3 <strong>of</strong> fill, mostly compacted till. A<br />

cross-section <strong>of</strong> the dam resembles a giant triangle, 800 m at the base, 12 m across the top and 185 m high. The dam,<br />

completed in 1967, is 13 m above the level <strong>of</strong> Williston Lake, which stretches about 100 km west behind it. It provides<br />

about one third <strong>of</strong> <strong>British</strong> <strong>Columbia</strong>’s hydroelectric needs (Canadian Press, June 6, 1997). The sinkholes are columns<br />

<strong>of</strong> loose material 8 ft. (2.4 m) across and about 100-120 ft. (30-36 m) deep. It is basically a round elevator shaft that is<br />

not at the specified density (Peace River Block Daily News, January 15, 1997).<br />

November 7-9, 1996<br />

Event type: Severe storm.<br />

Precipitation: Smithers A (75 cm snow/2 days), November 7-9, 1996.<br />

Source: The Interior News, November 13, 1996.<br />

Between late afternoon on November 7 and the afternoon <strong>of</strong> November 9, the Bulkley Valley recorded about<br />

48 hours <strong>of</strong> continuous snow. The storm paralysed the valley, leaving roads and driveways clogged, knocking out<br />

180

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