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Wanapum Reservoir full

CHERYL SCHWEIZER | Hagadone News Network | UPDATED 9 years, 7 months AGO
by CHERYL SCHWEIZERHerald Staff Writer
Senior Reporter Cheryl Schweizer is a journalist with more than 30 years of experience serving small communities in the Pacific Northwest. She began her post-high-school education at Treasure Valley Community College and enerned her journalism degree at Oregon State University. After working for multiple publications, she has settled down at the Columbia Basin Herald and has been a staple of the newsroom for more than a decade. Schweizer’s dedication to her communities and profession has earned her the nickname “The Baroness of Bylines.” She covers a variety of beats including health, business and various municipalities. | April 13, 2015 6:05 AM

BEVERLY - More than a year after a crack was discovered in a spillway pillar, Wanapum Dam is back at normal operating levels, and the reservoir behind the dam is full.

As of March 25, the water was at 570 feet above sea level, which is considered in the normal range of operations, said Chuck Allen, PUD public affairs officer.

All boat launches are operational, except for those closed due to construction. Boat launches operated by Washington Fish and Wildlife Department were expected to open about last week, Allen said.

Current estimated cost of the repairs is $69 million, Allen said.

The crack was discovered in a spillway pillar in late February 2014 and required an immediate drawdown of the reservoir. Water levels dropped as much as 26 to 30 feet, according to the PUD. Rock Island Dam operator Chelan County PUD was required to drop the water levels behind Rock Island.

When Grant PUD employees looked for the cause of the crack, they found a calculation error in the original design. That meant repairs were required for the entire dam.

The repairs required reinforcing all spillway pillars, starting with holes drilled through the dam and into the bedrock. Cables were cemented into place and stretched out before being tied off.

The cracked pillar supports the fourth spillway gate, and required additional reinforcement. The crack caused damage to the pillars on either side also, and they too required extra repairs.

A concrete structure at the bottom of the third spillway pillar had to be replaced, and the fourth pillar received additional reinforcement with metal cables and bars. Work on that is continuing, since it could be completed after the reservoir was raised back to operating levels.

The left riverbank has settled in some spots in the half-century since the dam was built, and some reinforcement was required there also.

After the cables are tied off, they're capped and cement will be poured over the caps. That work, and the final repairs, are continuing, and should be completed by June.

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