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  • Draft Feasibility-Level Engineering Report Continued Phased Development of the Columbia Basin Project Enlargement of the East Low Canal and Initial Development of the East High Area

    Odessa Subarea Special Study

    Columbia Basin Project, Washington

    U.S. Department of the Interior Bureau of Reclamation Technical Service Center October 2010

  • Mission Statements

    The mission of the Department of the Interior is to protect and provide access to our Nations natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities.

    The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public.

  • __________________________________________________ ______________

    ______________________________________________ ______________

    BUREAU OF RECLAMATION

    Technical Service Center Denver, Colorado

    Draft Feasibility-Level Engineering Report Continued Phased Development of the Columbia Basin Project Enlargement of the East Low Canal and Initial Development of the East High Area Odessa Subarea Special Study Columbia Basin Project, Washington

    Paul M. Ruchti, P.E. Date Design Team Leader, Plant Structures Group (86-68120)

    Alfred I. Bernstein, P.E. Date Peer Reviewer, Plant Structures Group (86-68120)

    REVISIONS

    Date Description Team Leader Peer

    Reviewer

  • Acronyms and Abbreviations

    Acronyms and Abbreviations F degree Fahrenheit

    AASHTO American Association of Highway Transportation Officials

    ACC Groundwater Expansion

    APS Allowance for Procurement Strategies

    ASCE American Society of Civil Engineers

    ASTM American Society for Testing and Materials

    AWWA American Water Works Association

    b bottom width of canal

    BRBC Black Rock Branch Canal

    Cv gallons per minute that cause 1 psi loss through a fully open valve

    CBP Columbia Basin Project

    CMP corrugated metal pipe

    CRBG Columbia River Basalt Group

    CRI MOU Columbia River Initiative Memorandum of Understanding

    D inner diameter of pipe work (feet)

    DEIS Draft Environmental Impact Statement

    ea each

    ECBID East Columbia Basin Irrigation District

    Ecology Washington State Department of Ecology

    EG engine generator

    e.g. abbreviation for a Latin expression meaning for example

    etc. abbreviation for a Latin expression meaning "and other things" or "and so on"

    EHC East High Canal

    i

  • Draft Engineering Technical Odessa Subarea Special Study

    EIS environmental impact statement

    El. elevation

    ELC East Low Canal

    ES Executive Summary

    ESA Endangered Species Act

    EQU Equation survey terminology

    f friction factor

    FDR Franklin Delano Roosevelt

    ft feet

    ft/s feet per second

    ft2/s square feet per second

    ft2 square feet

    ft3 cubic feet

    ft3/s cubic feet per second

    ft3/ ft2/day cubic feet per square feet per day

    G groundwater

    g acceleration due to gravity (ft/s)

    gpm gallons per minute

    gpm/acre gallons per minute per acre

    hf hydraulic headloss (feet)

    H head, feet

    HDPE high-density polyethylene

    HEP Habitat Evaluation Procedure

    HVAC heating, ventilating, and air conditioning

    I-90 Interstate Highway 90

    ii

  • Acronyms and Abbreviations

    K loss coefficient based on velocity head (V2/2g)

    kV kilovolt

    kVA kilovolt Ampere

    L length of pipe work (feet)

    LRFD Load and Resistance Factor Design

    M moment magnitude

    MP most probable

    MPH most probable high

    MPL most probable low

    MVA Mega Volt Ampere

    n coefficient of roughness

    NAD83 North American Datum 1983

    NAVD29 North American Vertical Datum 1929

    NAVD88 North American Vertical Datum 1988

    NEPA National Environmental Policy Act

    NMFS National Marine Fisheries Service

    Odessa DEIS Odessa Subarea Special Study Draft Environmental Impact Statement

    Odessa Subarea Odessa Ground Water Management Subarea

    O&M Operations and Maintenance

    OM&R operation, maintenance, and replacement

    PASS Project Alternative Solution Study

    PC point of curvature

    PGA peak horizontal ground acceleration

    PMF Probable Maximum Flood

    PMT Project Management Team

    iii

  • Draft Engineering Technical Odessa Subarea Special Study

    POU Point of Use

    PRV Pressure Reducing Valve

    PSHA Probabilistic seismic hazard analysis

    psi Pounds per square inch

    psig Pounds per square inch guage

    PT Point of Tangency

    PVC Polyvinyl chloride

    Q Flow rate, cubic feet per second

    r hydraulic radius or wetted perimeter

    Reclamation Bureau of Reclamation

    S surface water

    SA Spectral acceleration

    SCADA Supervisory Control and Data Acquisition

    SCBID South Columbia Basin Irrigation District

    Secretary Secretary of the Interior

    SF-6 sulfur hexafluoride

    Sta station

    State State of Washington

    Study Odessa Subarea Special Study

    TAPS Computer software Transient Analysis of Pipe Systems

    TDH Total Design Head

    TDHMax Maximum Total Design Head

    TEFC Totally-enclosed fan-cooled

    TEWAC Totally-enclosed water-to-air cooled

    TRS Township/Range/Section

    iv

  • Acronyms and Abbreviations

    V Velocity of fluid (feet/second)

    WDFW Washington State Department of Fish and Wildlife

    WDOT Washington State Department of Transportation

    WP1 Weather Protected 1

    WR2 Mass Moment of Inertia, Weight of revolving parts and the square of the radius of gyration

    WSC water service contract

    WSCG water service contract with groundwater backup

    yd3 Cubic yards

    YFB Yakima Fold Belt

    v

  • Executive Summary

    Executive Summary The Odessa Subarea Special Study (Study) is investigating replacing groundwater currently used for irrigation in the Odessa Ground Water Management Subarea with surface water as part of continued phased development of the Columbia Basin Project (CBP). The aquifer is declining to such an extent that crop irrigation is at risk, and domestic, commercial, municipal, and industrial uses and water quality are also threatened. In response to the publics concern about the declining aquifer and associated economic and other effects, Congress has funded the Bureau of Reclamation (Reclamation) to investigate the problem. The State of Washington has partnered with Reclamation by providing funding and collaborating on various technical studies.

    Potential Actions Reclamation can only deliver water to lands authorized to receive CBP water. Up to 140,000 groundwater-irrigated acres in the Study area are eligible to receive CBP surface water.

    To develop comprehensive alternatives, the Study divided actions into:

    Water Delivery Alternatives. Water delivery alternatives consist of infrastructure such as canals, pipe laterals, pumping plants, and re-regulation reservoirs to convey and deliver surface water to the groundwater-irrigated lands. The alternatives involve either building a new East High Canal system, expanding and extending the existing East Low Canal system, or various combinations of the two systems.

    Water Supply Options. Water supply options consist of new or existing storage facilities in various combinations that could store the replacement surface water supply for use in the Odessa Subarea.

    The alternatives can be combined in various configurations for full operational alternatives, which would include both water delivery and storage. Several water supply options may be needed to provide sufficient water supply for an alternative.

    Water Delivery Alternatives

    Three water delivery alternatives were examined:

    Alternative 1No Action. The No Action Alternative is a requirement of the National Environmental Policy Act (NEPA) process. This report does not discuss this alternative since no engineering work was completed for this alternative.

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  • Draft Engineering Technical Odessa Subarea Special Study

    Alternative 2Partial-Replacement Alternative. The Partial-Replacement Alternative includes enlarging the existing East Low Canal south of Interstate Highway 90 (I-90) and constructing a 2.5-mile extension1 of the canal east toward Connell, Washington. This alternative includes constructing pumping plants and buried pipelines to deliver the water to the irrigated fields.

    Alternative 3Full-Replacement Alternative. The Full-Replacement Alternative involves constructing the northern portion of a new East High Canal system (sized to 15-percent of the capacity of the original feasibility plan) and siphons and tunnels (sized to 100-percent of that capacity); enlarging the existing East Low Canal sections south of Weber Branch Siphon (near I-90); and constructing a 2.5-mile extension east towards Connell, Washington.

    Table ES.1 shows the amount of water needed for each alternative and the number of acres that each alternative would supply.

    Table ES- 1. Feasibility Alternatives and Estimated Water Supply Needs

    Alternative Estimated Water

    Supply Needs (Acre-Feet)

    Estimated Groundwater-irrigated Lands to be

    Supplied Water (Acres) 1 0 0 2 176,343 57,000 3 347,137 102,600

    Water Supply Options

    Reclamation would need to divert additional Columbia River water greater than current CBP diver