Jun112018

Major flood risk reduction and dam safety enhancements

planned for New Bullards Bar

Marysville, Ca,

A significant reduction in flood risk and enhancements to dam safety are in the works for Yuba County.

Yuba County Water Agency today approved moving forward with the environmental documentation, permitting and design of a secondary spillway at New Bullards Bar Dam.

The construction of an estimated $160 million secondary spillway will increase water release capabilities in preparation for major storm events, ultimately creating additional room for inflows in the reservoir. This will decrease flood risk downstream, including the areas of Marysville, Linda, Olivehurst, Plumas Lake and Yuba City.

“New Bullards Bar Dam is already in great shape,” said Yuba County Water Agency General Manager Curt Aikens. “This enhancement will help even more. Especially after Oroville, we know more than ever how important it is to have redundancy with a secondary option for releases in case of an emergency.”

As a result of the major flood in 1997, Yuba County Water Agency initiated a series of studies, completed in 2002, to identify future projects to reduce the region’s flood risk. One such project was a plan to increase the release capability of New Bullards Bar Reservoir by constructing a secondary spillway.

The feasibility study, conducted in 2016, considered various alternatives and determined a secondary spillway, with the lowest water release point 31.5 feet lower than the existing spillway, to be the best option to accomplish the agency’s goals at the lowest cost with the least negative environmental impact.

This phase of the project is estimated to wrap up in 2021, with construction beginning in 2022. It is estimated to take approximately three years to build. Both the cost and schedule are rough estimates at this time, expected to be much more clearly defined as the project is further designed.

An additional benefit of the secondary spillway is the redundancy of an alternate for water releases in case of a problem with the primary spillway. The secondary spillway would, on its own, be able to manage releases from the reservoir in a 1 in 260 year storm event without exceeding the maximum pool elevation.

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