HISTORICAL NEWS SEARCH - Government of British Columbia

HISTORICAL NEWS SEARCH - Government of British Columbia HISTORICAL NEWS SEARCH - Government of British Columbia

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were continued until the flood culminated on December 1. During the last week of November, the flow of water from Summit Lake caused the level of the Salmon River to rise 7.5 ft. (2.25 m). Six inches (15 cm) of water splashed across a gravel road used by Granduc Mines Ltd. to serve its operations. Floodwaters 3 ft. (90 cm) deep surged over 0.5 mi. (800 m) of road about 4 mi. (6.4 km) from Hyder. Though the flooded section is actually in Alaska, it is the only road accessing Granduc’s mining camp. The flood damaged the Salmon River road for about 1 km above Nine Mile, necessitating road relocation at a cost to Granduc Operating Company of $250,000. In addition, another 2-km stretch of freshly completed road on the floodplain, costing $275,000, was wiped out. *1) The Nine Mile bridge had part of its bridge deck carried away. The steel-truss bridge, which had been damaged and written off following the 1961 flood and its final destruction in 1967, represented no additional financial loss (Mathews 1973). Some 6 mi. (9.6 km) of the Stewart-Tide Lake road was destroyed or damaged. According to L.J. Randall, president of Granduc Mines, flood damage to the newly constructed 32.5-mi. (52-km) road through Alaska to their Tide Lake camp totaled some $750,000. Some 130 miners were briefly cut off. The company appealed to the provincial and federal governments for assistance on the cost of the Stewart-Tide Lake road. (The Vancouver Sun). Though with only 1 ft. (30 cm) of snow on the ground this time, Hyder escaped damage. *2) Residents at the mouth of the river were about to evacuate when the flood suddenly stopped. Waller, who inspected the empty lakebed, reported a definite cavern or tunnel entrance at the south end of the lake. According to Dr. William H. Mathews, professor of Geology at the University of British Columbia, the immense weight pressure from the glacier would effectively seal the escape tunnel. Mathews commented that the unusual flood was unexplainable “by any of the current hypotheses for failure of ice dams (The Province, November 30, 1965). -------------------------- * 1) Thanks to the relocation and some riverbank protection, the 1967 flood caused only a one-and-a-half-day interruption in traffic (Mathews 1973). In the many self-dumping lakes in northern British Columbia and Alaska, the dumping process usually occurs in summer at the height of the melting season (Mathews In: The Province, December 2, 1965) *2) After the 1961 event, the Alaskan government had constructed a new 12-ft. (3.6 m) dyke, 4 ft. (1.2 m) higher than the original one (The Province, December 2, 1965) January 7-8, 1966 Event type: Icejam flooding. Precipitation: Not applicable. Source: Victoria Daily Times, January 8, 1966; The Quesnel Cariboo Observer, January 13, 1966; The Province, May 1, 1974. Early on January 7, ice in the Quesnel River started jamming forcing water to back up. High waters developed into a flood condition. On January 8, a big icejam on the Fraser River about 2 mi. (3.2 km) downstream from Quesnel brought the river levels up about 10 ft. (3 m). *1) Floodwaters of the two rivers, which join within the community, threatened Quesnel residents. According to Mayor Alex Fraser, the ice had reached the lower level of Front Street on the Fraser River. The Hume Sawmill Co., situated on the flat in the Quesnel River, was forced to suspend operations when the water flooded the lower portions of its dry kiln and planer installation. Between 12-15 men working at the mill were temporarily laid off. Cold weather caused the operation to freeze in. The PGE managed to pull two of three cars from the yard but a third was frozen in. --------------------------- *1) In 1974, the Town of Quesnel and the provincial government agreed on a $48,000-riverbank protection project at the confluence of the Quesnel and Fraser rivers. The project was scheduled to start on May 3, 1974. The town would pay 25% with the remainder paid by the provincial government. (The Province, May 1, 1974). January 13-21, 1966 Event type: Flooding. Precipitation: Prince Rupert M. Circ (106.6 mm/4 days), January 13-16, 1966; Prince Rupert M. Circ (82.2 mm/2 days), January 19-20, 1966; Bella Coola (24.4 mm/3 days), January 19-21, 1966; Terrace (30.8 cm snow/3 days), January 19-21, 1966; Kitimat Townsite (61.0 mm/1 day), January 20, 1966. Source: The Daily News, January 12, 13, 18, 22, 23, 24 and 25, 1966. On January 12, the first snowslide of the year blocked the highway near Kwinitsa. *1) The slide, which was 50 ft. (15 m) wide and 10 ft. (3 m) deep, closed the highway. After three hours it was made passable for one lane traffic and the rest of the slide was removed on January 13. On January 17, several small slides occurred on Highway 16 between Prince Rupert-Terrace. The worst spots were between Mile 8-Mile31 and at Mile 35. A snowfall of 16 in. (40.6 cm), turning into rain and 14 in. (35.6 cm) of snow at the Prince Rupert end, were reported. Highway 16 was open on January 18 with single lane traffic in several sections. Around January 24, Highway 16 east of Kwinitsa had a “considerable amount of water” on the road in several sections. On January 21 at 3 a.m., the BC Tel microwave tower at Zymoetz went out. On January 23, the temperatures rose. 94

On January 23, the Bella Coola River flooded its banks after several days of driving rain and record (high) temperatures. Snow melted up to the 10,000-ft. (3,000 m) level. In Bella Coola, more than 40 people had to evacuate to higher ground. On January 25, the evacuated residents returned to Bella Coola but the highway between Hagensborg-Bella Coola was still flooded. The Hagensborg telephone exchange was knocked out by the high water. Two bridges washed out and the town was surrounded by water up to 5 ft. (1.5 m) deep. A Department of Transport Sikorsky helicopter stood by to evacuate the residents if needed. On the Queen Charlotte Islands, creeks along the island highway flooded. Also some roads near Sandspit were also reported flooded. -------------------------- *1) For the first time, a semi-permanent winter crew from Terrace was stationed at Kwinitsa. This would enable them to work in both directions, thus saving time not having to come out from Terrace (The Daily News, January 13, 1966). January 23-26, 1966 Event type: Severe snow storm. Precipitation: Kitimat Townsite (55.9 cm snow/1 day), January 25, 1966; Terrace A (19.6 cm snow/2 days), January 25-26, 1966. Source: The Northern Sentinel, January 27 and February 10, 1966. Kitimat reported a three-day continuous snowstorm with winds gusting to 40 mph (64 km/h). According to records kept at the Kitimat Fire Hall, the storm that dumped 5 ft. (1.5 m) of fine dry snow, brought the winter’s total snow to 198 in. (502.9 cm). *1) ------------------------------ *1) According to records kept by Alcan at the Kitimat Works, the total precipitation for January was 12.55 in. (318.8 mm): 103 in. (261.6 cm) of snow and 2.25 in. (57.2 mm) of rain (The Northern Sentinel, February 10, 1966). February 8-10, 1966 Event type: Snow avalanches. Precipitation: Prince Rupert (103.2 mm/3 days), February 8-10, 1966; Terrace (16.0 mm/3 days), February 8-10, 1966; Tasu Sound (63.8 mm/1 day), February 9, 1966. Source: The Northern Sentinel, February 10 and 17, 1966; The Daily News, February 10 and 11, 1966. Between February 1-10, 4 ft. (1.2 m) of snow fell on the Rainbow Summit east of Prince Rupert. Kitimat recorded 140 in. (3.56 m) of snow until February 11. Early February, Kitimat recorded almost 5 ft. (1.5 m) of snow in five days. According to records kept at the Kitimat Fire Hall, 59 in. (149.9 cm) of snow fell since February 1, bringing the winter’s total snow to 302 in. (767.1 cm). This caused the heaviest snow load in the town’s 12-year history. Around February 5-6, the Kitimat Fire Department tested the snowload on Kitimat roofs at 25 lb./ft. 3 (407.1 kg/m 3 ). In Kitimat, the roof of “Bravo’s Welding Shop” collapsed, killing one man. The metal roof of the Quonset-type building collapsed, trapping three men inside. The building erected in 1959 was a total loss. Highway 16 and the rail line between Prince Rupert-Terrace were blocked by slides and closed. The slide blocking both the highway and rail line at Mile 41 was 150 ft. (45 m) long and 20 ft. (6 m) deep. Another slide came down 35 mi. (56 km) west of Terrace. A series of smaller slides at Mile 31 west of Terrace only blocked the highway. On February 11, the small slush slides near Kwinitsa were cleared and the rail line reopened. February 15-16, 1966 Event type: Flooding and snow avalanches. Precipitation: Falls River (64.3 mm/2 days), February 15-16, 1966; Aiyansh (20.6 mm/1 day), February 16, 1966; Prince Rupert M. Circ (20.8 mm/1 day), February 16, 1966; Prince Rupert (43.2 mm/1 day), February 16, 1966. Source: The Daily News, February 15, 16, 17 and 18, 1966; J. Mekechuck, pers. comm. 1989. CN Railway, Edmonton, Alta. On February 16, CNR reported washouts and snowslides at Mile 13.5, 14.0, 43.6, and 50.1. The rail line was closed for 13 hours. February 19-21, 1966 Event type: Snow avalanches. Precipitation: Falls River (97.8 mm/2 days), February 19-20, 1966; Prince Rupert M. Circ (75.9 mm/3 days), February 19-21, 1966. Source: J. Mekechuck, pers. comm. 1989. CN Railway, Edmonton, Alta. On February 21, CNR reported snowslides at Mile 40.7 and 43.8. The rail line was closed for 12 hours. March 26-31, 1966 Event type: Flooding. Precipitation: Falls River (82.6 mm/1 day), March 27, 1966; Stewart (67.5 mm/2 days), March 27-28, 1966; Tasu Sound (115.8 mm/1 day), March 28, 1966; Kitimat (167.4 mm/2 days), March 28-29, 1966; Kitimat Townsite (139.2 95

were continued until the flood culminated on December 1. During the last week <strong>of</strong> November, the flow <strong>of</strong> water from<br />

Summit Lake caused the level <strong>of</strong> the Salmon River to rise 7.5 ft. (2.25 m).<br />

Six inches (15 cm) <strong>of</strong> water splashed across a gravel road used by Granduc Mines Ltd. to serve its<br />

operations. Floodwaters 3 ft. (90 cm) deep surged over 0.5 mi. (800 m) <strong>of</strong> road about 4 mi. (6.4 km) from Hyder.<br />

Though the flooded section is actually in Alaska, it is the only road accessing Granduc’s mining camp.<br />

The flood damaged the Salmon River road for about 1 km above Nine Mile, necessitating road relocation at a<br />

cost to Granduc Operating Company <strong>of</strong> $250,000. In addition, another 2-km stretch <strong>of</strong> freshly completed road on the<br />

floodplain, costing $275,000, was wiped out. *1) The Nine Mile bridge had part <strong>of</strong> its bridge deck carried away. The<br />

steel-truss bridge, which had been damaged and written <strong>of</strong>f following the 1961 flood and its final destruction in 1967,<br />

represented no additional financial loss (Mathews 1973). Some 6 mi. (9.6 km) <strong>of</strong> the Stewart-Tide Lake road was<br />

destroyed or damaged.<br />

According to L.J. Randall, president <strong>of</strong> Granduc Mines, flood damage to the newly constructed 32.5-mi.<br />

(52-km) road through Alaska to their Tide Lake camp totaled some $750,000. Some 130 miners were briefly cut <strong>of</strong>f.<br />

The company appealed to the provincial and federal governments for assistance on the cost <strong>of</strong> the Stewart-Tide Lake<br />

road. (The Vancouver Sun). Though with only 1 ft. (30 cm) <strong>of</strong> snow on the ground this time, Hyder escaped damage.<br />

*2) Residents at the mouth <strong>of</strong> the river were about to evacuate when the flood suddenly stopped.<br />

Waller, who inspected the empty lakebed, reported a definite cavern or tunnel entrance at the south end <strong>of</strong><br />

the lake. According to Dr. William H. Mathews, pr<strong>of</strong>essor <strong>of</strong> Geology at the University <strong>of</strong> <strong>British</strong> <strong>Columbia</strong>, the<br />

immense weight pressure from the glacier would effectively seal the escape tunnel. Mathews commented that the<br />

unusual flood was unexplainable “by any <strong>of</strong> the current hypotheses for failure <strong>of</strong> ice dams (The Province, November<br />

30, 1965).<br />

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

* 1) Thanks to the relocation and some riverbank protection, the 1967 flood caused only a one-and-a-half-day<br />

interruption in traffic (Mathews 1973). In the many self-dumping lakes in northern <strong>British</strong> <strong>Columbia</strong> and Alaska, the<br />

dumping process usually occurs in summer at the height <strong>of</strong> the melting season (Mathews In: The Province, December<br />

2, 1965)<br />

*2) After the 1961 event, the Alaskan government had constructed a new 12-ft. (3.6 m) dyke, 4 ft. (1.2 m) higher than<br />

the original one (The Province, December 2, 1965)<br />

January 7-8, 1966<br />

Event type: Icejam flooding.<br />

Precipitation: Not applicable.<br />

Source: Victoria Daily Times, January 8, 1966; The Quesnel Cariboo Observer, January 13, 1966; The Province, May 1,<br />

1974.<br />

Early on January 7, ice in the Quesnel River started jamming forcing water to back up. High waters developed into<br />

a flood condition. On January 8, a big icejam on the Fraser River about 2 mi. (3.2 km) downstream from Quesnel brought the<br />

river levels up about 10 ft. (3 m). *1) Floodwaters <strong>of</strong> the two rivers, which join within the community, threatened Quesnel<br />

residents. According to Mayor Alex Fraser, the ice had reached the lower level <strong>of</strong> Front Street on the Fraser River. The<br />

Hume Sawmill Co., situated on the flat in the Quesnel River, was forced to suspend operations when the water flooded the<br />

lower portions <strong>of</strong> its dry kiln and planer installation. Between 12-15 men working at the mill were temporarily laid <strong>of</strong>f. Cold<br />

weather caused the operation to freeze in. The PGE managed to pull two <strong>of</strong> three cars from the yard but a third was frozen in.<br />

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

*1) In 1974, the Town <strong>of</strong> Quesnel and the provincial government agreed on a $48,000-riverbank protection project at the<br />

confluence <strong>of</strong> the Quesnel and Fraser rivers. The project was scheduled to start on May 3, 1974. The town would pay 25%<br />

with the remainder paid by the provincial government. (The Province, May 1, 1974).<br />

January 13-21, 1966<br />

Event type: Flooding.<br />

Precipitation: Prince Rupert M. Circ (106.6 mm/4 days), January 13-16, 1966; Prince Rupert M. Circ (82.2 mm/2<br />

days), January 19-20, 1966; Bella Coola (24.4 mm/3 days), January 19-21, 1966; Terrace (30.8 cm snow/3 days),<br />

January 19-21, 1966; Kitimat Townsite (61.0 mm/1 day), January 20, 1966.<br />

Source: The Daily News, January 12, 13, 18, 22, 23, 24 and 25, 1966.<br />

On January 12, the first snowslide <strong>of</strong> the year blocked the highway near Kwinitsa. *1) The slide, which was<br />

50 ft. (15 m) wide and 10 ft. (3 m) deep, closed the highway. After three hours it was made passable for one lane<br />

traffic and the rest <strong>of</strong> the slide was removed on January 13. On January 17, several small slides occurred on Highway<br />

16 between Prince Rupert-Terrace. The worst spots were between Mile 8-Mile31 and at Mile 35. A snowfall <strong>of</strong> 16 in.<br />

(40.6 cm), turning into rain and 14 in. (35.6 cm) <strong>of</strong> snow at the Prince Rupert end, were reported. Highway 16 was<br />

open on January 18 with single lane traffic in several sections. Around January 24, Highway 16 east <strong>of</strong> Kwinitsa had a<br />

“considerable amount <strong>of</strong> water” on the road in several sections. On January 21 at 3 a.m., the BC Tel microwave tower<br />

at Zymoetz went out. On January 23, the temperatures rose.<br />

94

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