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Finding Of No Signaf leant impact <br />Introduction <br />In compliance with the National Environmental Policy Act of 1969, the Bureau of Reclamation <br />(Reclamation) prepared this Kachess Safety of Dams (SOD) Modification Project Environmental <br />Assessment (EA) to assess the potential consequences of a proposed modification to Kachess Dam <br />and its appurtenant spillways in the Yakima River basin in west -central Washington. <br />Kachess Dam, located about 14 miles northwest of Cle Elum, Washington, was constructed <br />between 1910 and 1912. The dam was completed in 1912 to increase the storage capacity in an <br />existing natural lake. Along with Keechelus Dam to the west and Cle Elum Dam to the east, <br />Kachess Dam forms one of the upper basin storage reservoirs of the Yakima Project.' The 115 -foot - <br />high, 1,400 -foot -long, earth -filled Kachess Dam created a reservoir with an actively managed <br />capacity of 239,000 acre-feet.z The reservoir typically fills in the winter and spring. It is used for <br />irrigation and fisheries -enhancement purposes in the summer and fall. Reclamation owns and <br />operates the dam; the Yakima Field Office of the Columbia -Cascades Area Office is the entity <br />responsible for operations. <br />Reclamation has identified seepage and internal erosion issues through the dam embankment along <br />the outlet works conduit, which conveys water from the reservoir to the Kachess River downstream. <br />As reservoir water levels rise, water begins to seep in the downstream end of the conduit. The <br />seeping water begins to scour and erode the outlet works, creating voids or holes within the dam. <br />The eroded materials leave the conduit and are deposited into the toe drain—or the "horseshoe"' <br />drain—surrounding the downstream end of the conduit or into a large repository formed by <br />continuous existing voids in the conduit. <br />As erosion intensifies, water continues to seep, and sinkholes appear in the downstream base of the <br />dam. Combined with the pressure of the water in the reservoir behind the dam, these existing voids <br />can crack or expand, further impacting the dam's integrity. In other words, water seeping through <br />the dam embankment and the soils surrounding the conduit carries soil materials with it and leaves <br />behind voids, which impact the dam's stability. This internal erosion creates a risk of potential dam <br />failure. <br />I In 2013, the Washington legislature authorized funding for the initial development phase of the Yakima Basin <br />Integrated Plan, a consensus -based effort to assure sustainable water supplies for families, farms, and fish in the Yakima <br />River basin over the next 30 years. Projects and activities outlined in the plan's fust phase are designed to quickly <br />improve streamflows, habitat, and fish passage, and secure water for farms, cities, and industry, especially during times of <br />drought and in response to climate change. <br />2 A reservoir is a managed surface water system, consistent with terminology used by Reclamation. Specifically, <br />Reclamation defines "reservoir" as "[al body of water impounded by a dam and in which water can be stored. Artificially <br />impounded body of water. Any natural or artificial holding area used to store, regulate, or control water. Body of water, <br />such as a natural or constructed lake, in which water is collected and stored for use." Accordingly, Reclamation refers to <br />the waterbody behind the dam as Kachess Reservoir. <br />3 "Horseshoe" is a design term based on the shape and configuration of the drain. <br />Kachess Safety of Dams Final Environmental Assessment <br />