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Repairs at A.V. Watkins Dam - Northern Utah


photo: A.V. Watkins Dam - upstream berm construction
A.V. Watkins Dam - upstream berm
construction

Background

On the afternoon of November 13, 2006, a land-owner neighboring the 14.5-mile long A.V. Watkins Dam north of Ogden, Utah, made an interesting and important observation. Serious seepage was occurring on the south eastern side of the dam. A.V. Watkins Dam is a U-shaped, zoned earthfill dam approximately 36 feet high, that impounds Willard Bay Reservoir. Immediately after the problem was reported, senior dam safety specialists and managers from Reclamation and the Weber Basin Water Conservancy District (WBWCD) were on-site assessing the problem and temporary repair work began that evening.

The seepage, which was occurring at a rate of approximately 100 – 150 gallons per minute through the downstream toe of the dam, could have resulted in a significant uncontrolled release of water from the reservoir, constituting a failure of the dam. Prompt response by both Reclamation and WBWCD prevented this from happening and the immediate threat was eliminated. In addition, Reclamation and WBWCD immediately put into place an emergency action plan that allowed officials of both agencies to follow established processes including notification of Box Elder County and Weber County emergency officials.

The emergency remedial actions undertaken at the dam consist of construction of upstream and downstream berms, including a sand filter and gravel blanket on the downstream slope to prevent additional soil from being moved out of the foundation and to stabilize the area from further erosion. In addition, the reservoir level was drawn down and the area placed under continuous monitoring and evaluation.   

At the time the seepage was noticed, Willard Bay Reservoir was approximately 80 percent full, storing about 175,000 acre-feet of water. The reservoir level was lowered by releasing water through the outlet works into the Great Salt Lake and via pumps temporarily installed by Reclamation. Following the draw-down, engineers and geologists were able to inspect the face of the dam and seepage-prone areas.

Inspection of the dam revealed an initial area of concern approximately 150 feet wide where piping under the dam embankment resulted in erosion of foundation materials and numerous sinkholes. The sinkholes ranged from two to five feet in diameter and were located between the toe of the dam and the South Drain Canal.

Current Status

Since construction of the temporary berm was finished last spring and the water level restricted, the Bureau of Reclamation has been working very hard to collect information and design a permanent fix so the reservoir can be filled again. That work is now finished and work will soon commence to repair the dam, making it safe for years to come.

Planned work to repair the damaged section of the dam will begin in early summer 2008 with construction of an underground cutoff wall that will extend below the dam to prevent seepage from moving under the dam. This cutoff wall will be constructed for the entire length of the southeast side of the dam. Repair work will continue into the summer of 2009. Once construction of the cutoff wall is complete, the reservoir will begin to refill.

05/28/08 news release
03/13/07 news release

For more information contact:

Brandt Demars
Bureau of Reclamation, Provo Area Office
302 East 1860 South
Provo, Utah 84606
801-379-1284
bdemars@uc.usbr.gov


photo: Sand boil at toe of dam
Sand boil at toe of dam
photo: Reclamation managers inspect area
Reclamation managers inspect area
photo: Pumps used to lower water level in reservoir
Pumps used to lower water level in reservoir

photo: Upstream berm construction begins
Upstream berm construction begins
photo: Upstream berm construction nearly complete
Upstream berm construction nearly complete
photo: Downstream berm construction nearly complete
Downstream berm construction nearly complete

 

Last updated: June 17, 2008