99-26694. Lower Cumberland and Tennessee Rivers, Kentucky Lock Addition, Final Environmental Impact Statement, Department of the Army, United States Army Corps of Engineers  

  • [Federal Register Volume 64, Number 197 (Wednesday, October 13, 1999)]
    [Notices]
    [Pages 55518-55520]
    From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
    [FR Doc No: 99-26694]
    
    
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    TENNESSEE VALLEY AUTHORITY
    
    
    Lower Cumberland and Tennessee Rivers, Kentucky Lock Addition, 
    Final Environmental Impact Statement, Department of the Army, United 
    States Army Corps of Engineers
    
    AGENCY: Tennessee Valley Authority.
    
    ACTION: Adoption of final environmental impact statement and issuance 
    of Record of Decision.
    
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    SUMMARY: In accordance with the Council on Environmental Quality's 
    regulations (40 CFR parts 1500 to 1508) and the Tennessee Valley 
    Authority's (TVA) procedures for implementing the National 
    Environmental Policy Act (NEPA), TVA has decided to adopt the Final 
    Environmental Impact Statement (FEIS) issued by the United States Army 
    Corps of Engineers (USACE) in June 1992 and filed with the 
    Environmental Protection Agency on September 9, 1992. The FEIS, 
    entitled ``Lower Cumberland and Tennessee Rivers, Kentucky Lock 
    Addition, Final Feasibility Study, Volume 1 Main Report and 
    Environmental Impact Statement,'' addresses the construction and 
    operation by the USACE of a new navigation lock at Kentucky Dam on the 
    Tennessee River at River Mile 22.4. TVA was a cooperating agency in the 
    preparation of the FEIS because it has responsibility for Kentucky Dam, 
    including preserving the integrity of the dam and its appurtenant lock 
    structures. TVA has independently reviewed the FEIS and finds that the 
    statement adequately addresses the comments and suggestions made by TVA 
    in its role as a cooperating agency. Further, TVA has decided to adopt 
    USACE's preferred alternative, Alternative Plan A, identified in the 
    FEIS.
        Alternative Plan A proposes the construction of a new 110-foot wide 
    by 1200-foot long navigation lock chamber and related features at the 
    existing Kentucky Lock and Dam to improve the capacity and efficiency 
    of the Kentucky-Barkley navigation system. Even though some components 
    of this plan are subject to modification that would require subsequent 
    NEPA reviews tiered from the 1992 FEIS, TVA has decided to adopt the 
    basic plan under Alternative A for the construction of a new navigation 
    lock and to facilitate construction of those unmodified project 
    components evaluated in the FEIS.
    
    FOR FURTHER INFORMATION CONTACT: Linda B. Oxendine, Senior NEPA 
    Specialist, Environmental Management, Tennessee Valley Authority, 400 
    West Summit Hill Drive, Mailstop WT 8C, Knoxville, Tennessee 37902-
    1499, telephone (423) 632-3440 or e-mail lboxendine@tva.gov. Copies of 
    the final EIS may be obtained by writing to Tom Swor, US Army Corps of 
    Engineers, Nashville District, PO Box 1070, Nashville, Tennessee 73202-
    1070, or by calling (615) 736-5831.
    
    SUPPLEMENTARY INFORMATION: The Kentucky Lock and Dam Project, completed 
    in 1944, is located in Marshall and Livingston counties in western 
    Kentucky at Tennessee River Mile 22.4. The project is part of the 
    Kentucky-Barkley navigation system. This system is comprised of the 
    Barkley Canal, Kentucky Lock and the lower Tennessee River, Barkley 
    Lock and the lower Cumberland River, and a short section of the Ohio 
    River between the mouths of the Cumberland and Tennessee rivers. The 
    Kentucky-Barkley navigation system is a vital link within the much 
    larger Inland Waterway System.
        Navigation traffic transiting the Kentucky-Barkley system often 
    encounters significant delays at Kentucky Lock due to its relatively 
    small chamber dimensions (110-foot wide by 600-foot long) and the high 
    traffic levels. The lock has the highest average delay times in the 
    Ohio River navigation system. Delays to barge tows at Kentucky Lock 
    often exceed 12 hours, while the average delay time is in excess of 
    five hours. Projected traffic demand at Kentucky Lock is expected to 
    more than double over the 50 year planning horizon, reaching an 
    estimated 83 million tons by 2050.
        In response to requests from congressional committees and the 
    navigation industry, the USACE and cooperating agencies undertook a 
    comprehensive study to analyze solutions that would improve the 
    capacity and efficiency of the Kentucky-Barkley navigation system. The 
    study evaluated an array of alternatives which included providing 
    additional capacity at Kentucky Dam by extending the existing lock or 
    adding a new lock, modification of some or all of the ten bendways on 
    the lower Cumberland River, three canal schemes to connect
    
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    the lower Cumberland and Tennessee River below Kentucky and Barkley 
    dams, and traffic management giving priority to downbound tows at 
    Barkley Lock and upbound tows at Kentucky Lock. The results of the 
    study was the 1992 Final Feasibility Report and EIS which contained the 
    recommendation to construct a new 110-foot wide by 1200-foot long lock 
    at Kentucky Dam.
        On May 10, 1991, TVA and the USACE signed a Memorandum of Agreement 
    defining the responsibilities of the agencies for implementing the 
    Kentucky Lock Project. As specified in the agreement, USACE has 
    responsibility to implement the Kentucky Lock Project, including all 
    design and construction activities. TVA has responsibility to approve 
    the final lock design and the modifications and/or relocations of 
    several existing Kentucky Lock and Dam project features.
        As identified in the FEIS, features of the recommended plan 
    include: Construction of a 110-foot wide by 1200-foot long lock chamber 
    immediately landward of the existing Kentucky Lock, relocation of the 
    Paducah-Louisville Railroad onto a new bridge over the Tennessee River 
    0.3 miles downstream of Kentucky Dam, elevation of a portion of US 
    Highway 62/641 crossing the dam, construction of highway access and 
    bridge to the electrical switchyard, elevation of electrical 
    transmission lines to provide safe clearance over the new lock, 
    provision of a new lock operations building, and construction of other 
    building and facilities to replace existing ones including Taylor 
    campground, maintenance base for Kentucky Dam reservation, public 
    safety service office facilities and firing range, visitor and 
    fishermen access facilities along the left bank, and upgrading the boat 
    launching ramps on the left bank below the dam. Although some of the 
    project components in the 1992 FEIS are subject to modification during 
    the design and engineering phase, many project features will remain as 
    they were described in the FEIS. The basic concept of the recommended 
    project plan and those unmodified project components are covered by 
    this Record of Decision (ROD).
        Those project components subject to modification that are not 
    covered by this ROD will be addressed in subsequent NEPA documents, 
    tiered from the 1992 FEIS, that assess the environmental consequences 
    that could result from the modifications. At present, those project 
    components include revised locations for the US Highway 62/641 bridge; 
    relocation of transmission structures; a bike/pedestrian bridge over 
    the locks and walkway across the dam; and possible revisions to lock 
    approach facilities, mooring cells, and a variety of visitor 
    facilities.
    
    Alternatives Considered
    
        In the 1992 FEIS, three alternative lock construction plans were 
    analyzed in addition to the No Action Alternative. Under the No Action 
    Alternative, normal operation and maintenance of the Kentucky-Barkley 
    navigation system would continue through the 50-year planning period. 
    Measures to rehabilitate, or replace in-kind, existing structures would 
    be undertaken as needed to ensure navigability. In addition, certain 
    nonstructural measures such as modification of hydropower discharges at 
    Barkley Lock and Dam and use of helper boats would be used to increase 
    system traffic capacity. Adoption of the No Action Alternative would 
    result in continued and growing lines of traffic in sensitive near-
    shore areas which support diverse mussel populations, some of which are 
    federally listed threatened or endangered species.
        The three alternative lock construction plans included the 
    recommended 110-foot by 1200-foot lock (Alternative Plan A), a 110-foot 
    by 800-foot lock (Alternative Plan B), and a 110-foot by 600-foot lock 
    (Alternative Plan C). Under each plan, the existing 110-foot by 600-
    foot lock at Barkley would continue to operate as an auxiliary lock. 
    All three plans would reduce lockage delays at Kentucky Dam; however, 
    Alternative Plan A would reduce delays to a significantly greater 
    degree than either alternative Plan B or Plan C. Each lock plan was 
    found to be economically feasible and provide significant net benefits; 
    although, Plan A resulted in greater net benefits and, therefore, was 
    the National Economic Development (NED) plan. The environmentally 
    preferred alternative is the one that fully meets the project 
    objectives and needs while having the least adverse impacts upon 
    ecological, cultural, and aesthetic resources. Because the three plans 
    have essentially the same environmental impacts, no one alternative 
    emerges as being the environmentally preferred alternative.
    
    Basis for Decision
    
        Like the USACE, TVA has decided to adopt Alternative Plan A because 
    it would maximize net economic benefits, was the NED plan, would 
    significantly reduce delay times, and is preferred by the navigation 
    industry. Environmental consequences of the selected plan are 
    essentially the same as those of alternative Plans B and C; however, 
    compared to B and C, Alternative Plan A would significantly reduce 
    delay times and avoid traffic congestion in sensitive near-shore areas. 
    Alternative Plan A would include environmental design and best 
    management practices to protect and improve significant aquatic and 
    terrestrial resources. In spite of the fact that some project 
    components are being revised and will require subsequent NEPA reviews, 
    TVA has decided to adopt the concept and basic components of 
    Alternative Plan A. Adoption of Alternative Plan A at this time will 
    facilitate detailed planning for the project and permit timely action 
    on components already addressed in the 1992 FEIS.
    
    Environmental Consequences and Mitigation
    
        During preparation of the 1992 FEIS, the potential impacts to 
    aquatic resources and recreation fishing emerged as the primary 
    environmental considerations. Populations of approximately 35 species 
    of freshwater mussels, perhaps including as many as four federally-
    listed endangered mussel species, are known to live in the Tennessee 
    River downstream from Kentucky Dam. To protect this resource, the state 
    of Kentucky has designated the Kentucky Dam tailwater between the dam 
    at River Mile 22.4 and downstream to Cooper Creek at River Mile 17.8 as 
    a mussel sanctuary. Twenty-three of these mussel species have been 
    found in areas that would be directly affected by the project. Where 
    project activities could result in the destruction of substantial 
    mussel resources (e.g., dewatered areas, areas to be dredged, and 
    bridge piers), mussels will be removed and relocated to other suitable 
    habitats within the tailwater sanctuary.
        The Kentucky Dam tailwater is the most heavily fished river reach 
    in the state of Kentucky. The fishery is a significant natural, 
    recreational, and economic resource. The project will minimize impacts 
    to the fishery resource and to those anglers who use it. During project 
    construction, inconvenience to the fishing public will be minimized, 
    and safety zones will be established around construction areas to 
    preclude injury to the public. Loss of a boat launching facility on the 
    right bank will be mitigated by major upgrades to the boat ramp on the 
    left bank. When the project is completed, bank fishermen access on both 
    banks will be improved.
        In addition to the above measures, other mitigation measures are 
    defined in the USACE's 1992 Feasibility Report (pages 77 and 78). Those 
    measures will
    
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    be implemented, as defined in the Feasibility Report or adjusted to 
    accommodate modifications to project components, to mitigate the 
    unavoidable environmental impacts of construction. Further, as stated 
    in the USACE's ROD:
    
        Compliance with applicable environmental review and consultation 
    requirements has been accomplished through the Corps feasibility 
    study processes. The FEIS document consideration of and compliance 
    with the Fish and Wildlife Coordination Act, Clean Water Act, Clean 
    Air Act, Comprehensive Environmental Resources Compensation and 
    Liability Act, Resource Conservation and Recovery Act, Toxic 
    Substance Act, Endangered Species Act, Floodplain Management 
    (Executive Order 11988), Protection of Wetlands (Executive Order 
    11990), Intergovernmental Review of Federal Programs (Executive 
    Order 12372), National Environmental Policy Act (NEPA), and National 
    Historic Preservation Act. All practicable means to avoid or 
    minimize environmental harm from the selected alternative have been 
    adopted.
    
        Dated: September 30, 1999.
    Kathryn J. Jackson,
    Executive Vice President.
    [FR Doc. 99-26694 Filed 10-12-99; 8:45 am]
    BILLING CODE 8120-08-U
    
    
    

Document Information

Published:
10/13/1999
Department:
Tennessee Valley Authority
Entry Type:
Notice
Action:
Adoption of final environmental impact statement and issuance of Record of Decision.
Document Number:
99-26694
Pages:
55518-55520 (3 pages)
PDF File:
99-26694.pdf