DOCSLIB.ORG

Fish Passage Feasibility Assessment Bowman Dam Hydroelectric Project (FERC No

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Fish Passage Feasibility Assessment Bowman Dam Hydroelectric Project (FERC No Fish Passage Feasibility Assessment Bowman Dam Hydroelectric Project (FERC No. P-14791) Prepared for: Ochoco Irrigation District Prepared by 15250 NE 95th Street Redmond, WA 98052 April 2020 Fish Passage Feasibility Assessment for Bowman Dam Hydroelectric Project (FERC No. P-14791) Prepared for: Ochoco Irrigation District 1001 NW Deer St. Prineville, Oregon 97754 Prepared by: R2 Resource Consultants, Inc. 15250 NE 95th Street Redmond, WA 98052 April 2020 CONTENTS INTRODUCTION ......................................................................................................................... 1 BACKGROUND ........................................................................................................................ 1 PROJECT SETTING AND FISH PASSAGE CONSIDERATIONS ................................................................. 1 STUDY SCOPE OF WORK ........................................................................................................... 4 METHODS .................................................................................................................................. 5 REVIEW OF EXISTING BIOLOGICAL INFORMATION .......................................................................... 5 REVIEW OF SITE AND ENGINEERING INFORMATION ........................................................................ 5 DESIGN CRITERIA....................................................................................................................... 6 BIOLOGICAL CRITERIA .............................................................................................................. 6 Anadromous Species for Passage Consideration .................................................. 6 FISH RUN PERIODICITY AND PLANNING LEVEL RUN SIZES ................................................................ 6 Adult Upstream Migration Timing ......................................................................... 6 Adult Upstream Planning Level Run Sizes ............................................................. 8 Smolt Downstream Migration Timing ................................................................... 9 Juvenile Downstream Passage Preliminary Run Size Estimates to Assess Passage Facilities.................................................................................................. 10 FISH PASSAGE CRITERIA AND LAWS .......................................................................................... 11 Fish Passage Laws ................................................................................................ 11 Fish Passage Criteria and Guidelines ................................................................... 11 Fish Passage Design Flows ................................................................................... 12 FACILITY INFORMATION AND RELEVANT FISH PASSAGE DATA .............................................. 13 CROOKED RIVER BASIN AND ASSOCIATED FACILITIES .................................................................... 13 OID Overview ....................................................................................................... 15 BOWMAN DAM DESCRIPTION ................................................................................................. 18 Existing Dam and Reservoir ................................................................................. 18 Proposed Hydropower Project ............................................................................ 24 Bowman Dam System Operations, Flows, and Reservoir Elevation Data ........... 27 General Overview of Operations ........................................................... 27 R2 Resource Consultants, Inc. Page | iii 2267/Bowman Fish Passage Feasibility Study April 2020 Exceedance Flow Summaries by Month, outflow immediately below Bowman Dam ............................................................................. 29 Exceedance Flow Summaries by Month, Inflow to Prineville Reservoir ................................................................................................ 31 Flood Flow Conditions below Bowman Dam ........................................ 33 Reservoir Elevations and Annual Fluctuation ....................................... 34 Storage Elevation Curve ........................................................................ 37 Bowman Dam Discharge Curves ........................................................... 38 Fish Passage Design Information Summary ......................................................... 38 Upstream Passage Design Flows and Tailwater Elevations .................. 38 Upstream Passage Reservoir Design Elevations ................................... 40 Downstream Fish Passage Design Flows ............................................... 40 Downstream Passage Reservoir Design Elevations ............................... 41 FISH PASSAGE OPTIONS .......................................................................................................... 43 OPTIONS FOR UPSTREAM PASSAGE .......................................................................................... 44 UP #1 – Volitional Passage at Bowman Dam, Fish Ladder .................................. 44 Description and Technical Considerations ............................................ 44 Biological and Technical Considerations ............................................... 49 Opinion of Probable Construction Cost ................................................ 50 Opinion of Probable Annual O&M Costs ............................................... 50 Implications to OID operations ............................................................. 50 UP #2 – Collection-and-Transport at Bowman Dam ........................................... 51 Description and Technical Considerations ............................................ 51 Biological and Technical Considerations ............................................... 57 Opinion of Probable Construction Cost ................................................ 58 Opinion of Probable Annual O&M Costs ............................................... 58 Implications to OID operations ............................................................. 58 UP #3 – Collection-and-Passage at Bowman Dam with Whooshh System. ........ 58 Description and Technical Considerations ............................................ 58 Biological and Technical Considerations ............................................... 60 Opinion of Probable Construction Cost ................................................ 61 R2 Resource Consultants, Inc. Page | iv 2267/Bowman Fish Passage Feasibility Study April 2020 Opinion of Probable Annual O&M Costs ............................................... 61 Implications to OID operations ............................................................. 61 UP #4 – Collection-and-Transport from Downstream Location at Pelton Round Butte Project ............................................................................................ 61 Description and Technical Considerations ............................................ 61 Biological and Technical Considerations ............................................... 62 Opinion of Probable Construction Cost ................................................ 62 Opinion of Probable Annual O&M Costs ............................................... 62 Implications to OID operations ............................................................. 63 UP #5 – Collection-and-Transport from Downstream Location at Opal Springs Dam ......................................................................................................... 63 Description and Technical Considerations ............................................ 63 Biological and Technical Considerations ............................................... 63 Opinion of Probable Construction Cost ................................................ 64 Opinion of Probable Annual O&M Costs ............................................... 64 Implications to OID operations ............................................................. 65 OPTIONS FOR DOWNSTREAM PASSAGE ..................................................................................... 65 DN #1 – Volitional Passage through Bowman Dam Outlet, as Modified for Hydropower Project (No-action Alternative) ...................................................... 66 Description and Technical Considerations ............................................ 66 Biological and Technical Considerations ............................................... 67 Opinion of Probable Construction Cost ................................................ 67 Opinion of Probable Annual O&M Costs ............................................... 67 Implications to OID Operations ............................................................. 67 DN #2 – Volitional Passage through Multi-Port Bypass Helix .............................. 67 Description and Technical Considerations ............................................ 67 Biological and Technical Considerations ............................................... 68 Opinion of Probable Construction Cost ................................................ 69 Opinion of Probable Annual O&M Costs ............................................... 69 Implications to OID Operations ............................................................. 69 DN #3 – Volitional Passage through Screened Intake and Bypass at Bowman Dam .....................................................................................................
Load more

Recommended publications
  • Transportation System Plan
    CROOK COUNTY TRANSPORTATION SYSTEM PLAN CROOK COUNTY TRANSPORTATION SYSTEM PLAN Adopted November 2017 v CROOK COUNTY TRANSPORTATION SYSTEM PLAN This page intentionally left blank vi CROOK COUNTY TRANSPORTATION SYSTEM PLAN PREFACE The development of this plan was guided by the Project Management Team (PMT), Technical Advisory Committee (TAC), and Public Advisory Committee (PAC). Each individual devoted their time/effort and their participation was instrumental in the development of the plan update. PROJECT MANAGEMENT TEAM (PMT) Crook County ODOT/TGM Grant Manager Ann Beier Devin Hearing TECHNICAL AND PUBLIC ADVISORY COMMITTEE (TAC AND PAC) MEMBERS Ron Cholin Duane Garner Levi Roberts Michael Warren II Local Freight Industry Crook County Parks and Crook County GIS Crook County Planning Recreation Commission Kelly Coffelt John Gautney James Savage Holly Wenzel Prineville Airport Manager Crook County Sheriff Crook County Sheriff Crook County Health Department Russ Deboodt Casey Kaiser Scott Smith Matt Wiederholt Crook County Fire and Rescue Chamber of Commerce Prineville Public Works Prineville Railway Scott Edelman Jackson Lester Phil Stenbeck Randy Winders Department of Land Cascades East Transit Prineville Planning Central Oregon Trail Conservation and Development Department Alliance Caroline Ervin Bob O'Neal Jesse Toomey Bill Zelenka Economic Development of Crook County Road Central Oregon Trail Crook County Community Central Oregon Department Alliance Development CONSULTANT TEAM Kittelson & Associates, Inc. Angelo Planning Group, Inc. Marc Butorac, PE Darci Rudzinski, AICP Ashleigh Ludwig, AICP, PE Jamin Kimmell Camilla Dartnell This project is partially funded by a grant from the Transportation and Growth Management (TGM) Program, a joint program of the Oregon Department of Transportation (ODOT) and the Oregon Department of Land Conservation and Development (DLCD).
    [Show full text]
  • Ground Water in the Prineville Area Crook County, Oregon
    Ground Water in the Prineville Area Crook County, Oregon s f GEOLOGICAL SUR'VEY WATER-SUPPLY PAPER 1619-P t i Prepared in cooperation with the Office of the Oregon State Engineer Ground Water in the Prineville Area Crook County, Oregon By J. W. ROBINSON and DON PRICE CONTRIBUTIONS TO THE HYDROLOGY OF THE UNITED STATES GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1619-P Prepared in cooperation with the Office of the Oregon State Engineer UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1963 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington 25, D.C. CONTENTS Page Abstract___________________________________________________ P 1 Introduction..____________________________________________________ 2 Purpose and scope of the investigation.__________________________ 2 Location and extent of the area_--_----__----_--_--_-__--_-__--_ 2 Previous in vestigations___ _________ _____________________________ 3 Acknowledgments.. _________________________________________ 4 Well-numbering system________________________________-______- 4 Geography____________________________________________________ 5 Surface features and drainage___________________________._______ 5 Climate_____________________________________________________ 7 Culture and industry____________________________________ 7 Geologic setting.__________________________________________________ 8 Summary of stratigraphy______________________________________-
    [Show full text]
  • Ochoco Irrigation District Infrastructure Modernization Project Draft Watershed Plan- Environmental Assessment
    Ochoco Irrigation District Infrastructure Modernization Project Draft Watershed Plan- Environmental Assessment Crook County, Oregon September 2020 United States Department of Agriculture, Natural Resources Conservation Service – Lead Federal Agency in cooperation with the Deschutes Basin Board of Control, U.S. Bureau of Reclamation, and Ochoco Irrigation District Prepared by Farmers Conservation Alliance Ochoco Irrigation District Infrastructure Modernization Project Draft Watershed Plan-Environmental Assessment Draft Watershed Plan-Environmental Assessment for the Ochoco Irrigation District Infrastructure Modernization Project Lead Agency: United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS), Oregon Cooperating Agency: Department of Interior, U.S. Bureau of Reclamation (Reclamation) Sponsoring Local Organization: Deschutes Basin Board of Control (DBBC) (lead sponsor) and Ochoco Irrigation District (OID) (co-sponsor). Authority: This Watershed Plan-Environmental Assessment (Plan-EA) has been prepared under the Authority of the Watershed Protection and Flood Prevention Act of 1954 (Public Law [PL] 83-566). The Plan-EA has been prepared in accordance with the National Environmental Policy Act (NEPA) of 1969, PL 91-190, as amended (42 United States Code [U.S.C.] 43221 et seq.). Abstract: This document is intended to fulfill requirements of the NEPA and to be considered for authorization of PL 83-566 funding of the OID Infrastructure Modernization Project (Project). The Project seeks to improve water conservation and water delivery reliability in Oregon’s Deschutes Basin. The Project would include installing 16.8 miles of buried pipeline, installing four new pump stations and associated pipe, and canal improvements along 15.2 miles of canal where needed. Total estimated Project costs are $30,788,000 of which $7,727,000 would be paid by the sponsors and other non-federal funding sources.
    [Show full text]
  • Irrigation and Streamflow Depletion in Columbia River Basin Above the Dalles, Oregon
    Irrigation and Streamflow Depletion in Columbia River Basin above The Dalles, Oregon Bv W. D. SIMONS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1220 An evaluation of the consumptive use of water based on the amount of irrigation UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1953 UNITED STATES DEPARTMENT OF THE INTERIOR Douglas McKay, Secretary GEOLOGICAL SURVEY W. E. Wrather, Director For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. - Price 50 cents (paper cover) CONTENTS Page Abstract................................................................................................................................. 1 Introduction........................................................................................................................... 2 Purpose and scope....................................................................................................... 2 Acknowledgments......................................................................................................... 3 Irrigation in the basin......................................................................................................... 3 Historical summary...................................................................................................... 3 Legislation................................................................................................................... 6 Records and sources for data..................................................................................... 8 Stream
    [Show full text]
  • Crooked River Agricultural Water Quality Management Area Plan
    Crooked River Agricultural Water Quality Management Area Plan February 2021 Developed by the Oregon Department of Agriculture and the Crooked River Local Advisory Committee with support from the Crook County Soil and Water Conservation District Oregon Department of Agriculture Crook County SWCD Water Quality Program 498 SE Lynn Blvd 635 Capitol St. NE Prineville, OR 97754 Salem, OR 97301 (41) 477-3548 Phone: (503) 986-4700 Website: oda.direct/AgWQPlans (This page is blank) Table of Contents Acronyms and Terms ....................................................................................................................................i Foreword ........................................................................................................................................................ iii Required Elements of Area Plans .......................................................................................................... iii Plan Content .................................................................................................................................................. iii Chapter 1: Agricultural Water Quality Program ........................................................................ 1 1.1 Purpose of Agricultural Water Quality Program and Applicability of Area Plans ..... 1 1.2 History of the Ag Water Quality Program .............................................................................. 1 1.3 Roles and Responsibilities ........................................................................................................
    [Show full text]
  • Columbia River Basin Climate Impact Assessment Final Report
    RECLAMATION Managing Water in the West West-Wide Climate Risk Assessment Columbia River Basin Climate Impact Assessment Final Report \ / --~-- U.S. Department of the Interior Bureau of Reclamation Pacific Northwest Regional Office March 2016 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. 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. Photographs on front cover: The shrub-steppe around Grand Coulee Dam, parched desert soil, a crop field with rain clouds, and snow covered mountain peaks. These images represent the varied ecosystems in the Columbia River Basin. West-Wide Climate Risk Assessment Columbia River Basin Climate Impact Assessment Final Report Prepared for United States Congress Prepared by U.S. Department of the Interior Bureau of Reclamation U.S. Department of the Interior Bureau of Reclamation Policy and Administration Denver, Colorado March 2016 Notes Regarding this West-Wide Climate Risk Assessment – Impact Assessment The Columbia River Basin Impact Assessment is a reconnaissance-level assessment of the potential hydrologic impacts of climate change in the Columbia River Basin. For this study, it was necessary to isolate the impacts of climate change from other changes that may occur within the basin. Therefore, Reclamation has assumed that current water operations by all water management entities in the Columbia River Basin would continue unchanged in the future. This assessment does not consider any operational changes that may or may not be made by basin stakeholders in the future and does not reflect the position of any entity regarding future operational changes.
    [Show full text]
  • County Natural Resources Policy
    Crook County Oregon Natural Resources Policy Crook County Board of County Commissioners CROOK COUNTY NATURAL RESOURCES PLAN REVISION 013 1 | Page Table of Contents Contents Introduction ................................................................................................................................................... 4 Purpose & Need ........................................................................................................................................ 4 Revision .................................................................................................................................................... 5 Severability ............................................................................................................................................... 5 Crook County Overview ............................................................................................................................... 6 Land Use & Management ......................................................................................................................... 8 Agriculture & Timber ............................................................................................................................... 9 Recreation & Tourism ............................................................................................................................. 10 Wilderness and Areas of Critical Environmental Concern ..................................................................... 10 Principles for Local Government
    [Show full text]
  • State Waterway Navigability Determination
    BODY OF WATER & LOCATION NAV CG NON-NAV CG REMARKS yellow highlight = apply to USCG for permit up to RM stipulated Alsea Bay, OR X Estuary of Pacific Ocean. Alsea River, OR X Flows into Alsea Bay, Waldport, OR. Navigable to mile 13. Ash Creek, OR X Tributary of Willamette River at Independence, OR. Barrett Slough, OR X Tributary of Lewis and Clark River. Bayou St. John, OR X Court decision, 1935 AMC 594, 10 Mile Lake, Coos County, OR. Bear Creek (Coos County), OR X Tributary of Coquille River (tidal at mile 0.5) Beaver Creek, OR X Tributary of Nestucca River. Beaver Slough, OR X See Clatskanie River. Big Creek (Lane County), OR X At U.S. 101 bridge (tidal). Big Creek (Lincoln County), OR X Flows into Pacific Ocean. Big Creek Slough, OR X Upstream end at Knappa, OR (tidal). At site of Birch Creek (Sparks) Bridge on Canyon Road near Birch Creek, OR X Pendleton, OR. Side channel of Yaquina River. 3 mi. downstream from Toledo, Blind Slough, OR X OR (tidal). Tributary of Knappa Slough. 10 mi. upstream from Astoria, OR Blind Slough/ Gnat Creek, OR X (tidal at mile 2.0). Boone Slough, OR X Tributary of Yaquina River between Newport and Toledo, OR. Side channel of Willamette River. 3 miles upstream from Booneville Channel, OR X Corvallis, OR. Boulder Creek, OR X 7 miles N of Lake Quinalt. Side channel of Columbia River. 5 miles N of Clatskanie, OR Bradbury Slough, OR X (tidal). Brownlee Reservoir, ID /OR X See Snake River. Also known as South Channel.
    [Show full text]
  • Anadromous Salmonid Restoration in the Lower Crooked River: Can Collaboration and Legislation Coexist?
    AN ABSTRACT OF THE THESIS OF Owen McMurtrey for the degree of Master of Science in Water Resources Policy and Management presented on June 6, 2018. Title: Anadromous Salmonid Restoration in the Lower Crooked River: Can Collaboration and Legislation Coexist?. Abstract approved: ______________________________________________________ Edward P. Weber In watersheds across the American Pacific Northwest, changes in the cultural and regulatory landscape have increased pressure to restore and protect populations of anadromous fish. But restoration of anadromous fish populations constitutes a ‘wicked problem’, relentless in character, affecting diverse stakeholder groups, and defying ‘once and for all’ solutions (Weber & Khademian, 2008). Existing top-down institutions and adversarial processes appear to be poorly matched to resolve ‘wicked problems.’ In the Lower Crooked River watershed in Central Oregon, the management of the Bureau of Reclamation’s Crooked River Project is the preeminent factor influencing stream flow conditions for anadromous fish. Given the abundant opportunities for the use of litigation in systems with federal storage projects, and that legislation is typically required to make significant changes to the operation of federal storage projects, can collaboration offer a path to success, even when used alongside legislation? This research investigates the specific dynamics of the Lower Crooked River effort using a qualitative case study methodology. Semi-structured interviews with stakeholders in the Lower Crooked River effort
    [Show full text]
  • The Deschutes Basin Habitat Conservation Plan (DBHCP)
    Deschutes Basin Habitat Conservation Plan NEPA Public Scoping August 14, 2017 – Madras, OR August 15, 2017 – Bend, OR The Deschutes Basin Habitat Conservation Plan (DBHCP) An HCP is required for activities covered by an Incidental Take Permit issued under the Federal Endangered Species Act Deschutes Basin HCP will modify Irrigation District and City of Prineville activities to minimize and mitigate the impacts of those activities on the species covered by the Incidental Take Permits Has been in collaborative development since 2010 DBHCP August 14 -15, 2017 DBHCP Covered Parties Eight Irrigation Districts of the Deschutes Basin Board of Control (DBBC) • Arnold Irrigation District (AID) • Central Oregon Irrigation District (COID) • Lone Pine Irrigation District (LPID) • North Unit Irrigation District (NUID) • Ochoco Irrigation District (OID) • Swalley Irrigation District (SID) • Three Sisters Irrigation District (TSID) • Tumalo Irrigation District (TID) City of Prineville, Oregon DBHCP August 14 -15, 2017 DBHCP August 14 -15, 2017 DBHCP Covered Species Bull Trout Middle Columbia River Steelhead Trout Middle Columbia River Spring Chinook Salmon Deschutes River Summer/Fall Chinook Salmon Sockeye Salmon Oregon Spotted Frog DBHCP August 14 -15, 2017 DBHCP Covered Activities Storage and Release of Irrigation Water Diversion of Irrigation Water Conveyance and Delivery of Irrigation Water Irrigation Return Flows Existing Hydropower City of Prineville Activities DBHCP August 14 -15, 2017 Storage and Release of Water Five Main
    [Show full text]
  • Crooked River Project, Oregon
    The Crooked River Project Toni Rae Linenberger Bureau of Reclamation 2001 Table of Contents The Crooked River Project ......................................................2 Project Location.........................................................3 Historic Setting .........................................................3 Prehistoric Setting .................................................3 Historic Setting ...................................................3 Project Authorization.....................................................9 Construction History .....................................................9 The Ochoco Project................................................9 The Crooked River Project .........................................10 Post-Construction History................................................16 The Crooked River Extension .......................................16 Settlement of the Project .................................................19 Uses of Project Water ...................................................20 Conclusion............................................................21 About the Author .............................................................21 Bibliography ................................................................22 Archival Collections ....................................................22 Government Documents .................................................22 Articles...............................................................22 Books ................................................................22
    [Show full text]
  • Crooked River Redband Trout Final Report
    Crooked River Redband Trout Study Jason Vaughan1, Shadia Duery1, Todd W. Kassler2, and Ian Courter1 1Cramer Fish Sciences 600 NW Fariss Road Gresham, OR 2WDFW Molecular Genetics Laboratory 600 Capitol Way N Olympia, WA For Ochoco Irrigation District October 2013 Page i Suggested Literature Citation: Vaughan, J., S. Duery, T. Kassler, and I. Courter*. 2013. Crooked River Redband Trout Study. Cramer Fish Sciences. Gresham, Oregon. Report Prepared for Ochoco Irrigation District, Prineville, Oregon. *Corresponding author: [email protected], 503-491-9577 Acknowledgements: We would like to thank Brett Hodgson, ODFW for his assistance planning our study, as well as Tim Porter, ODFW for helping with the electrofishing surveys and sending us valuable information from ODFW’s database. We also appreciate the generosity of those that shared their reports and research findings. Page ii TABLE OF CONTENTS List of Figures ................................................................................................................................ iv Project Background ......................................................................................................................... 1 Introduction ..................................................................................................................................... 1 Redband Trout Distribution in the Crooked River Basin ............................................................... 2 Life-History of Redband Trout in the Crooked River Basin .........................................................
    [Show full text]