HISTORICAL NEWS SEARCH - Government of British Columbia

On the evening of July 28, Dokie and the Wildmare area were hit by heavy rain and marble-size hailstones. The
hailstones accumulated in some ditches nearly 1 ft. (30 cm) deep. Corn crops, wheat fields and greenhouses were ruined
throughout the area. Many berry bushes and trees were totally stripped of their just ripening fruit and leaves.
Between early August 1-4, Chetwynd recorded more than 2 in. (50 mm) of rain. More than 6 in. (150 mm) of rain
fell during a weeklong period. On July 31-Agust 1, Chetwynd was hit by flooding causing an estimated $500,000 damage.
*1) Hardest hit was the area around the post office. Damages in the Chetwynd district were estimated at $680,000. *2)
Several businesses flooded, roads washed out, bridges collapsed and many residences suffered minor to severe damage.
Commotion Creek overflowed its banks, affecting three culverts and stalling traffic on Highway 97, 15 mi. (24
km) west of Chetwynd. Most damage occurred in the vicinity of the District of Chetwynd but also in areas as far east as
Pouce Coupe and as far north as the Fontas River. Initial restoration cost was estimated at $733,000. (Province of British
Columbia, File P87-7).
Flooding problems occurred in the Chetwynd-Moberly Lake area (including creeks crossing Highway 97 further
east); near the Villages of Pouce Coupe and Taylor; at the Halfway River Indian Band Lands and at the Indian communities
of Kahntah and Fontas and along the Fontas River southeast of Fort Nelson.
Preliminary indications were that most of the damage was sustained as a result of wood and gravel debris
blockages of culverts and stream channels, and not because these facilities were otherwise inadequate.
Numerous Dokie residences suffered damage from two flooding creeks. At least one house lost its foundations and
tipped over. Following the announcement that Highway 97 would reopen on August 1 at 4 p.m., a mile-long traffic jam
occurred at Dokie. Flooding streams re-routed themselves, washing out fences and driveways. A washed out culvert at
Hillview Access Road, 1 mi. (1.6 km) west of Chetwynd left several families cut off.
On the evening of July 28, the Dokie and Wildmare areas west of Chetwynd was hit by heavy rain and
“marble-size” hailstones. In one ditch, hailstones accumulated nearly 1 ft. (30 cm) deep. Leaves were torn off trees and
shrubs. This summer hailstorm ruined corn crops, wheat fields, gardens and greenhouses. Many berry bushes were
totally stripped of their just ripening fruit. Property owners in Dokie were hit by the flooding of two creeks. Numerous
residences suffered damages and at least one house lost its foundations and tipped over.
Starting about 9 a.m. on August 1, Commotion Creek overflowed its banks and eventually stalled traffic on
Highway 97, 15 mi. (24 km ) west of Chetwynd. The highway was finally closed after the bridge at Dokie, about 6 mi.
(9.6 km) west of Chetwynd washed on the afternoon of August 1. Other flooding streams closed Highway 29 north
towards Hudson’s Hope and south towards Tumbler Ridge.
On the night of August 1 and the morning of August 2, heavy rain caused flooding and an estimated
$680,000 of damage in Chetwynd. Not since the early 1970s had the town of 2,500 been hit so hard by rain and
subsequent flooding. Runoff water severely affected culvert and bridges. Gravel washed out from the bases of several,
including Windrem and Centurion Creek bridges. Large trees and other floating debris plugged near the Post Office,
destroying the road pavement. When the creek re-routed severe flooding occurred to several buildings on the South Access
Road.
Hardest hit was the area near the Post Office, where a culvert in Windrem Creek was too small to handle the
volume of water, and the Kal Tire/Red Rooster area where the BC Rail tracks prevented the water from escaping. The
Northern Lights College and the BC Rail line also flooded.
On the access boulevard and around the Red Rooster store small lakes formed. The Legion Subdivision was
nearly flooded when Centurion Creek flooded and destroyed the footbridge. When the creek found a new route, severe
flooding occurred to several buildings on the South Access Road. The sanitation sewer trunk line with aerial pipes
crossing Centurion Creek washed out. It was replaced by an inverted siphon system with pipes placed under the creek.
Near Northern Metallic and Kal Tire, floodwaters severely damaged the pavement. At the old Windrem
Creek dam near the Chetwynd Public Campground waterfalls were formed. Some families at Hillview Road were
isolated after floodwaters washed out the culvert. The sanitation sewer trunk line, with aerial pipes crossing Centurion
Creek, washed out. It was replaced with an inverted siphon system, where the pipes are placed under the creek.
The cages along the bridge by Dixied Lee, and the industrial subdivision where the culvert was also too
small to handle the extreme flow, would have to be replaced by larger ones. A beaver dam backed up water into one of
the town’s trailer parks, but once the dam broke, the water went down in 40 minutes.
At about 9 a.m. on August 2, serious highway flooding started at the Commotion Creek turnoff on Highway 97.
Bisset bridge, west of Chetwynd on Highway 97 washed away and the road was closed briefly. On August 3,
Dokie bridge washed out, causing traffic to line up for miles before a temporary bridge could be put in. On August 1,
the 36-in.culvert at Fernando Creek was partially submerged and there was evidence that it was plugged with debris.
Watercourses impacted included: Bowlder Creek; Commotion Creek; Stone Creek; Bissett Creek; Wildmare
Creek; Fernando Creek; Unnamed Creek; Windrem Creek; Widmark Creek; Centurion Creek; Medicine Woman Creek; Le
Bleu Creek; Pingel Creek; 8-Mile Creek; Halfway River; Townsend Creek; Prespatou Creek and Rolla Creek, Tremblay
Creek and Meikle Creek.
Deposition of Bowlder Creek bedload in the Pine River, at their confluence immediately upstream from a
secondary road crossing plugged the channel of the Pine River to an average depth of about 3.5 m. Being plugged from the
left bank to mid channel, the flow was diverted towards the eroding right bank. It endangered a cabin, the highway bridge
and to a lesser extent, a nearby house. Estimated cost to remove 4,500 m 3 of gravel was $22,000.
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