Alaska Climate Change Impact Mitigation Program

Hazard Impact Assessments


Kipnuk

Kipnuk was awarded a $50,000 State Fiscal Year 2009 Hazard Impact Assessment grant to identify and define the climate change-related hazards in the Kipnuk, establish current and predicted impacts, and provide recommendations on alternatives to mitigate the hazard impacts.

Kipnuk Hazard Impact Documents

Background:

The village of Kipnuk is located in the Yukon-Kuskokwim Lowlands, on the Kuguklik River about three miles from the Bering Sea coast. The community is about 100 miles southwest of Bethel. The Kuguklik River is a meandering stream that originates about 30 miles east in a flat tundra and lakes complex area. The community is located on an actively eroding bend of the river. The area around Kipnuk is flat and poorly drained with numerous lakes and small drainages that flow into the Kuguklik River.

The potential climate change-related hazards in Kipnuk include increased riverbank erosion rates, increased flooding, and permafrost degradation. Community structure that may be impacted by these hazards include homes, commercial and public buildings, power generation facilities, bulk fuel storage, boardwalks, and communication infrastructure.

Kipnuk has a history of riverbank erosion and flooding. The Alaska District Corps of Engineers (USACE) recently completed a Community Erosion Assessment of the Kuguklik River at Kipnuk. The USACE study identified three primary areas of erosion with calculated erosion rates between 6 and 9 feet per year. Most erosion is reported to occur in the fall, during storm surges. The reported fall erosion timing correlates with the deepest extent of active layer thaw, which occurs at the end of summer. Residents report that flooding affects Kipnuk on a regular basis, occurring mainly in the spring and fall. Concerns have also been raised that more homes are being affected over time.

In addition to flooding and erosion, thawing permafrost is also of concern to the village. Thawing permafrost causes the ground to subside when the ice-rich layer thaws and the soil settles to fill the void. Additional settlement can occur due to soil consolidation as the soil strength properties change from frozen to an unfrozen state. The lower ground elevation is then subject to further flooding. The thawing of permafrost can also result in a loss of foundation support, threatening structures. Foundations designed for permafrost conditions may not necessarily perform as designed under degraded permafrost conditions resulting in foundation settlement as both uniform and differential settlement. Thawing of permafrost due to increasing surface temperatures could also contribute to changes in river discharges and dynamics. River channel dynamics can be altered due to a reduction in soil strength properties of adjacent riverbank soils when compared to permafrost soil strength properties, thus, erosion rates could increase.

Bank erosion north of the village of Kipnuk. Photo: U.S. Army Corps of Engineers

Kipnuk main point of contact for ACCIMP Hazard Impact Assessment:

Jimmy Paul

Tribal Administrator
Kipnuk Traditional Council
Phone: 907-896-5515

For more information contact:

Sally Russell Cox

Division of Community and Regional Affairs
Department of Commerce, Community, and Economic Development
Phone: 907-269-4588
Email: sally.cox@alaska.gov