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Eightmile Lake Storage Restoration Feasibility Study Presented by David Rice, P .E. Anchor QEA, LLC April 27, 2017 Eightmile Lake Storage Restoration Feasibility Study 1 Presented by David Rice, P .E. Anchor QEA, LLC Eightmile


  1. Eightmile Lake Storage Restoration – Feasibility Study Presented by David Rice, P .E. – Anchor QEA, LLC April 27, 2017 Eightmile Lake Storage Restoration – Feasibility Study 1 Presented by David Rice, P .E. – Anchor QEA, LLC

  2. Eightmile Lake Storage Restoration – Feasibility Study 2 Presented by David Rice, P .E. – Anchor QEA, LLC

  3. Existing Dam and Spillway Notch, Controlled By Stop Logs Spillway Current High Water Surface Historical High Water Surface Elevation ~ 4,667 Feet Elevation ~ 4,671 Feet Eightmile Lake Storage Restoration – Feasibility Study 3 Presented by David Rice, P .E. – Anchor QEA, LLC

  4. Existing Embankment Embankment Historical Embankment Crest Embankment Erosion Eightmile Lake Storage Restoration – Feasibility Study 4 Presented by David Rice, P .E. – Anchor QEA, LLC

  5. Low-Level Outlet Gate Gate Stem Come Along 30” Slide Gate 30” Pipe Inlet Debris Rack Eightmile Lake Storage Restoration – Feasibility Study 5 Presented by David Rice, P .E. – Anchor QEA, LLC

  6. Low-Level Outlet Pipe, Near Pipe Inlet Eightmile Lake Storage Restoration – Feasibility Study 6 Presented by David Rice, P .E. – Anchor QEA, LLC

  7. Low-Level Outlet Pipe, Log-Stave Section Eightmile Lake Storage Restoration – Feasibility Study 7 Presented by David Rice, P .E. – Anchor QEA, LLC

  8. Low-Level Outlet Pipe, Wood Stave Pipe Eightmile Lake Storage Restoration – Feasibility Study 8 Presented by David Rice, P .E. – Anchor QEA, LLC

  9. Low-Level Outlet Pipe, Near Pipe Outlet Eightmile Lake Storage Restoration – Feasibility Study 9 Presented by David Rice, P .E. – Anchor QEA, LLC

  10. Existing Challenges, Deficiencies, Constraints • Gate Operation – Requires come along to open and close gate – Rocks/debris make operation challenging • Dam Condition and Level Control – Embankment erosion, reduced water storage – <1,400 acre-feet available without pumping/siphoning • Low-Level Outlet Pipe – Multiple materials, some in poor condition – Pipe collapse has recently reduced capacity • Storage releases are critical to IPID late summer water supply, especially during dry years Eightmile Lake Storage Restoration – Feasibility Study 10 Presented by David Rice, P .E. – Anchor QEA, LLC

  11. Eightmile Lake Drainage Basin Eightmile Lake Storage Restoration – Feasibility Study 11 Presented by David Rice, P .E. – Anchor QEA, LLC

  12. Eightmile Lake Hydrology Characteristic Estimated Value Drainage Area 3,822 acres Maximum Annual Watershed Yield 31,001 acre-feet 10% Exceedance Annual Watershed Yield 24,829 acre-feet Mean Annual Watershed Yield 19,686 acre-feet 50% Exceedance Annual Watershed Yield 19,128 acre-feet 90% Exceedance Annual Watershed Yield 15,152 acre-feet Minimum Annual Watershed Yield 11,419 acre-feet Eightmile Lake Storage Restoration – Feasibility Study 12 Presented by David Rice, P .E. – Anchor QEA, LLC

  13. Consultation with Ecology Dam Safety Office • Reconnaissance Inspection, 1995 • Initiated review of proposed storage restoration project with Dam Safety, phone call, February 2017 – Replacement of dam and outlet facilities will require detailed review by Dam Safety…engineering reports, drawings, specifications, inspection plan, O&M Plan • Preliminary hydrology and hydraulic calculations have been completed, per Dam Safety Guidelines • Feasibility level design based on conservative design assumptions (Step 8 design storm) Eightmile Lake Storage Restoration – Feasibility Study 13 Presented by David Rice, P .E. – Anchor QEA, LLC

  14. Overall Plan Eightmile Lake Storage Restoration – Feasibility Study 14 Presented by David Rice, P .E. – Anchor QEA, LLC

  15. Elevations Eightmile Lake Storage Restoration – Feasibility Study 15 Presented by David Rice, P .E. – Anchor QEA, LLC

  16. Typical Section – Embankment Eightmile Lake Storage Restoration – Feasibility Study 16 Presented by David Rice, P .E. – Anchor QEA, LLC

  17. Typical Section – Spillway Eightmile Lake Storage Restoration – Feasibility Study 17 Presented by David Rice, P .E. – Anchor QEA, LLC

  18. Low-level Outlet Eightmile Lake Storage Restoration – Feasibility Study 18 Presented by David Rice, P .E. – Anchor QEA, LLC

  19. Anticipated Reservoir Operation Storage Low-level Outlet Isolation Valve Control Valve Month Level Stop Logs Pipe Operation Status Status Closed January Refill Removed Closed/Filling Open Closed February Refill Removed Closed/Filling Open Closed March Refill/Spill Removed Closed/Filling Open Closed April Refill/Spill Removed Closed/Filling Open Closed May Refill/Spill Removed Closed/Filling Open Closed June Refill Placed Closed Open Partially July Full Placed Release Begins Open Opened Partially August Draw Down Placed Gravity Release Open Opened Fully Opened Gravity/Siphon September Draw Down Placed Open Release Closed October Low Removed Closed Open Closed November Refill Removed Closed/Filling Open Closed December Refill Removed Closed/Filling Open Eightmile Lake Storage Restoration – Feasibility Study 19 Presented by David Rice, P .E. – Anchor QEA, LLC

  20. Water Surface Area Comparison Eightmile Lake Storage Restoration – Feasibility Study 20 Presented by David Rice, P .E. – Anchor QEA, LLC

  21. Construction Challenges • Access and mobilization of equipment and materials – Via helicopter – Overland – On-site materials • Seasonal restrictions – Lake level would need to be drawn down – Impact to lake and irrigation water supply • Excavation and earth moving – Large rock – Deep excavation • Minimizing disturbance Eightmile Lake Storage Restoration – Feasibility Study 21 Presented by David Rice, P .E. – Anchor QEA, LLC

  22. Ongoing Work • Refine opinions of cost • Complete feasibility study report • Review and refine with input from IPID Eightmile Lake Storage Restoration – Feasibility Study 22 Presented by David Rice, P .E. – Anchor QEA, LLC

  23. Next Steps, Following Feasibility Study • IPID investigation of temporary pipe repair • Review feasibility analysis with Dam Safety • Develop detailed designs • Develop and implement permitting strategy to secure permits • Continue consultation with the U.S. Forest Service • Refine construction approach Eightmile Lake Storage Restoration – Feasibility Study 23 Presented by David Rice, P .E. – Anchor QEA, LLC

  24. Questions/Discussion Eightmile Lake Storage Restoration – Feasibility Study 24 Presented by David Rice, P .E. – Anchor QEA, LLC

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