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Peace Project Water Use Plan - BC Hydro

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<strong>Peace</strong> <strong>Project</strong> <strong>Water</strong> <strong>Use</strong> <strong>Plan</strong><br />

Annual Report: 2010<br />

The approach to the boat launch ramp is along a gravel path. The gravel approach to<br />

the ramp is in good condition. However, the concrete ramp is in very poor condition<br />

as a result of erosion, and has been closed since April 2009 (although it appears that<br />

some boaters are still using the ramp).<br />

There is damage at the upper part of the boat launch ramp. A portion of the ramp has<br />

been undercut by erosion. Concrete barriers have been placed in the middle of the<br />

ramp to keep boaters from straying towards the edge.<br />

At the lower end of the ramp, the bank has slumped and become oversteepened.<br />

The concrete planks on the surface of the boat launch ramp in this location have<br />

shifted downhill as a result of the oversteepening of the bank.<br />

Relatively rapid erosion is also occurring at the top of the bank.<br />

The substrate at Dunlevy is generally relatively firm, with a good mixture of sand and<br />

gravel, as shown in Photo No. 9. There are areas of finer substrate. The areas most<br />

subject to slumping, including the area directly below the most eroded upper area<br />

have this finer substrate.<br />

M&N staff discussed the erosion issues at the site with three local users.<br />

� Dan Bullian, <strong>BC</strong> <strong>Hydro</strong>, Manager of Environmental and Social Issues, visited<br />

the Dunlevy site with the project team. He described the erosional problems<br />

as being exacerbated by an increase in the operating water levels in the<br />

Williston Reservoir. <strong>Hydro</strong>metric data obtained from the Environment Canada<br />

web site indicate that the water level in the Williston Reservoir did not exceed<br />

El. 670 m between 1985 and 1994. The peak water level has varied since<br />

1994, but the operating maximum of El. 672.1 m has been approached<br />

several times since then, including summer 2007 and 2008.<br />

� Bleu Rowe of <strong>BC</strong> <strong>Hydro</strong>, speaking as a boater rather than as a representative<br />

of <strong>BC</strong>H, stated that erosion had been occurring over the past 15 years, and<br />

had been getting worse every year.<br />

� Dennis Beattie, an outfitter in Hudson’s Hope and President of the Northern<br />

<strong>Peace</strong> local association of the Guide Outfitters Association of British<br />

Columbia, stated that a great deal of damage occurred in the past year as a<br />

result of wave action generated from strong southeast winds. He also noted<br />

that the ramp is not usable low water, and pointed out that the ramp had been<br />

constructed without riprap protection.<br />

The boat launch at the Dunlevy site is directly exposed to waves that may be<br />

generated by southerly winds in the <strong>Peace</strong> Arm and within Dunlevy Inlet itself: there<br />

is a direct line of sight from the boat launch to the south shoreline of the <strong>Peace</strong> Arm.<br />

This supports the boaters’ opinion that wind-generated waves at high water are the<br />

likely cause of the erosional problems. However, there may be additional<br />

geotechnical issues at the site.<br />

� There is visible ongoing erosion at the toe of the bluff at low water and<br />

associated slumping. This is the likely cause of the access problems at low<br />

water.<br />

<strong>BC</strong> <strong>Hydro</strong> Page 28

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