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HomeMy WebLinkAboutAkutan Hydroelectric System Repair and Upgrade App 10 November 2009 Renewable Energy Fund Grant Application AEA-10-015 City of Akutan Grant Application Akutan Hydroelectric System Repair and Upgrade Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 1 of 84 10/7/2009 SECTION 1 – APPLICANT INFORMATION Name (Name of utility, IPP, or government entity submitting proposal) City of Akutan Type of Entity: Municipal Government – Second Class City Mailing Address 3830 C Street, Suite 205 Anchorage, Alaska 99503 Physical Address 100 Windy Way, Akutan, Alaska 99553 Telephone 907.274.7565 Fax 907.274.1813 Email jbereskin@gci.net and akutanadmin@gci.net 1.1 APPLICANT POINT OF CONTACT Name Joseph Bereskin Title Mayor Mailing Address 3830 C Street Suite 205 Anchorage Alaska 99503 Telephone 907.274.7565 Fax 907.274.1813 Email jbereskin@gci.net and adktanadmin@gci.net 1.2 APPLICANT MINIMUM REQUIREMENTS Please check as appropriate. If you do not to meet the minimum applicant requirements, your application will be rejected. 1.2.1 As an Applicant, we are: (put an X in the appropriate box) An electric utility holding a certificate of public convenience and necessity under AS 42.05, or An independent power producer in accordance with 3 AAC 107.695 (a) (1), or X A local government, or A governmental entity (which includes tribal councils and housing authorities); Yes 1.2.2. Attached to this application is formal approval and endorsement for its project by its board of directors, executive management, or other governing authority. If the applicant is a collaborative grouping, a formal approval from each participant’s governing authority is necessary. (Indicate Yes or No in the box ) Yes 1.2.3. As an applicant, we have administrative and financial management systems and follow procurement standards that comply with the standards set forth in the grant agreement. Yes 1.2.4. If awarded the grant, we can comply with all terms and conditions of the attached grant form. (Any exceptions should be clearly noted and submitted with the application.) Yes 1.2.5 We intend to own and operate any project that may be constructed with grant funds for the benefit of the general public. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 2 of 84 10/7/2009 SECTION 2 – PROJECT SUMMARY Overview The City of Akutan is located on Akutan Island in the eastern Aleutians, some 790 miles southwest of Anchorage. It is an incorporated, second class city encompassing 13 square miles of land and 5 square miles of water. The City is currently preparing an annexation request that would expand its area to 148 square miles. Population in the 2000 census was 112 Native and 713 total. Estimated population in 2007 was 859. The economic base of Akutan is the Bering Sea fishery. The City is home to the largest seafood processing plant in North America owned by Trident Seafoods, the fifth largest employer in Alaska, with $1 billion in annual sales. There are nearly 900 workers employed at the Akutan plant. Expansion of the Bering Sea fishery and Akutan’s location 35 miles closer to the fis hing grounds than Unalaska/Dutch Harbor have pointed to the need for improved infrastructure at Akutan. Current projects include state construction of a $77 million airport and transportation system, a $23 million Corps of Engineers harbor construction, and a planned $8 million road to connect the harbor to the City. These projects are all scheduled for completion in the next 2-3 years. Like most of Alaska’s villages, Akutan, including the Trident plant, are entirely dependent on diesel fuel imported int o the area for heat and power. Projected growth, the steady rise of fuel costs, and the high level of carbon emissions make the development of renewable energy resources a must for Akutan. Consequently, the City has developed a renewable energy strategy that includes three projects: Near-term: Upgrade the City’s existing 105 kW hydropower generation system to improve reliability and efficiency with a goal of reducing diesel fuel consumption by 60 percent by FY 2010. Mid-term: Develop the Loud Creek hydropower generation system with a goal of reducing diesel fuel consumption 90 percent by FY 2012, provide power to the harbor, and allow for power sharing with Trident Seafoods. Long-term: Develop the Hot Springs Bay geothermal project to virtually elimi nate the City’s use of diesel fuel, support the City’s expanded infrastructure, stimulate economic development throughout the region, and allow power sales to Trident to reduce carbon emissions and provide a source of revenue for the City and Native Corpor ations. The City has submitted Renewable Energy Fund grant applications for each of the above-described projects. This application is for Phase IV, the Akutan Hydroelectric System Repair and Upgrade Project (“the project”). Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 3 of 84 10/7/2009 Project Background The City of Akutan constructed a hydroelectric power generation system (“the system”) in 1993 as the result of a joint venture with Alaska Power Systems , and took full ownership of the system in February 1994. The system consists of a powerhouse containing a 174 kVA hydro generator and a 125 kW diesel generator. A reservoir 800 feet above the powerhouse provides water to a Pelton wheel turbine through a 4 inch plastic penstock. The powerhouse control system allows the hydro and diesel generators to operate in parallel and to be remotely controlled. The hydro generator has a peak capacity of 105 kW. The diesel generator has a peak capacity of 125 kW. The City’s average peak load is in the range of 85-95 kW. Since its construction, the system has undergone a variety of upgrades, to include enlarging of the impound dam and several control system improvements. However, the system has continued to experience a number of problems, including reduced water flows from leakage and clogged intakes, inoperable shutoff valves, and various switching and control problems. The system was rendered inoperable in 2007 when the main line was cut during construction of the City’s new water treatment plant. Since then the line has been repaired, but presently there are problems with the operation of the control system, and the hydro generator will not engage. In July 2008 the City was awarded an AEA grant under Round 2 application #24 9, in the amount of $162,000 to fund the Phase III work. This included:  Phase III Data Collection/Analysis, Field Related Work/ Asbuilts, Dam Safety Assessment & Permitting This work is currently being concluded, and is the basis for this Phase IV grant request, with findings and recommendations included as part of this request. A preliminary field report is provided in Appendix G of this application. Project Description This grant request identifies the repairs and upgrades required to bring the system back on line and to improve its long term efficiency, output, and sustainability . Therefore, this grant application is requesting funds for:  Phase IV Final Design, Construction, Commissioning, Operation The tasks for this project are as defined in Sections 2.5 and 2.6 of the grant application instructions. Project Team The City has identified a project team consisting of three (3) engineering firms, Electric Power Systems, Inc. (EPS), EES Consulting, and McMillen LLC, as qualified and capable of performing the tasks outlined in the grant requirements for Phase III, which is currently underway, and Phase IV as defined in this application. (Sections 2.5 and 2.6 Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 4 of 84 10/7/2009 of the application instructions). All three companies have participated in the preparation of task lists, cost estimates and background materials in support of this grant application. All three companies are familiar with the existing system, and/or have performed work on the system under contract to AEA and the City of Akutan, or are currently engaged in Phase III activities. 2.1 Project Title – (Provide a 4 to 5 word title for your project) Akutan Hydroelectric System Repair and Upgrade 2.2 Project Location – Include the physical location of your project and name(s) of the community or communities that will benefit from your project. Akutan Island, City of Akutan 2.3 PROJECT TYPE Put X in boxes as appropriate 2.3.1 Renewable Resource Type Wind Biomass or Biofuels X Hydro, including run of river Transmission of Renewable Energy Geothermal, including Heat Pumps Small Natural Gas Heat Recovery from existing sources Hydrokinetic Solar Storage of Renewable Other (Describe) 2.3.2 Proposed Grant Funded Phase(s) for this Request (Check all that apply) Reconnaissance X Design and Permitting Feasibility X Construction and Commissioning Conceptual Design 2.4 PROJECT DESCRIPTION Provide a brief one paragraph description of your proposed project. The Akutan hydroelectric power generation system has been in place for nearly 15 years. In FY 2008 the City applied for funding through the AEA Round 2 grant application process to obtain funding for a complete site survey, asses sment, design, and construction and rehabilitation program. The $162,000 grant funding allotted under AEA Round 2 for Phase III provided for a site survey to update flow and capacity data, document repair/upgrade requirements, assess dam stability, evaluate the power plant and control systems, prepare a preliminary design and initiate application for permitting. This work is in progress and the information provided will be used to prepare the specifications needed for the final design and rehabilitation program. An analysis, budget, and recommendations for proceeding with the Phase IV construction and Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 5 of 84 10/7/2009 rehabilitation as well as operation & sustainability are included with this application. The City’s project management team will prepare the required bid documents and manage the construction, commissioning, operation and reporting necessary for project implementation. A copy of the Preliminary Field Report for the work being performed under the Round 2 grant is provided in Appendix G of this application. 2.5 PROJECT BENEFIT Briefly discuss the financial and public benefits that will result from this project, (such as reduced fuel costs, lower energy costs, etc.) As the City prepares for the build-out of more than $160 million of infrastructure projects and increased economic development, renewable energy development will provide long-term sustainability for the City, tribal organizations and the local seafood industry. This opportunity presents a broad range of economic and social benefits for the City, the region and the State of Alaska, including employment, tax revenue, improved public services, and substantial reduction of carbon emissions. Placing the existing hydroelectric power generation system back in operation will have an immediate impact on energy costs to the City and power users. Even at current fuel prices, it is estimated the City will save more than $100,000 annually. This will provide a minimum ten year savings from the repair and upgrade p roject of nearly $2 million. However, rising fuel costs could make this savings substantially greater. Aside from economic development and sustainability, there are other public benefits such as reduced state subsidies and improved air quality. These are discussed in more detail in Section 5 of this grant application. 2.6 PROJECT BUDGET OVERVIEW Briefly discuss the amount of funds needed, the anticipated sources of funds, and the nature and source of other contributions to the project. Funding required for Town Creek Hydro Rehabilitation and Sustainability - Final Design, Permitting, and Construction is as follows: Task Cost Estimate  Project Startup $44,729  Mobilization/Demobilization 149,100  Dam Repairs & Improvements 486,790  Access Road 358,991  Maintenance Equipment and Storage Building 191,810  Turbine Inspection and Maintenance 27,031  Control System Improvement 202,729  Documentation and Training 29,820 Total: $1,491,000 The cost of Project Construction, Commissioning, Operation and Reporting is estimated Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 6 of 84 10/7/2009 at $1,491,000. The City of Akutan is providing matching funds of $10 0,000, and is consequently asking that the remaining Phase IV of the project be funded by the Alaska Renewable Energy Grant Fund in the amount of: $1,391,000. A detailed breakdown of the engineers estimate for the project is provided with the Grant Budget Form in Appendix C. 2.7 COST AND BENEFIT SUMARY Include a summary of grant request and your project’s total costs and benefits below. Grant Costs (Summary of funds requested) 2.7.1 Grant Funds Requested in this application. $1,391,000 2.7.2 Other Funds to be provided (Project match) $100,000 2.7.3 Total Grant Costs (sum of 2.7.1 and 2.7.2) $1,491,000 Project Costs & Benefits (Summary of total project costs including work to date and future cost estimates to get to a fully operational project) 2.7.4 Total Project Cost (Summary from Cost Worksheet including estimates through construction) $1,491,000 2.7.5 Estimated Direct Financial Benefit (Savings) $2,000,000 2.7.6 Other Public Benefit (If you can calculate the benefit in terms of dollars please provide that number here and explain how you calculated that number in your application (Section 5.) $ 2,500,000 SECTION 3 – PROJECT MANAGEMENT PLAN Describe who will be responsible for managing the project and provide a plan for successfully completing the project within the scope, schedule and budget proposed in the application. 3.1 Project Manager Tell us who will be managing the project for the Grantee and include a resume and references for the manager(s). If the applicant does not have a project manager indicate how you intend to solicit project management support. If the applicant expects project management assistance from AEA or another government entity, state that in this section. The City of Akutan has limited staff resources for the management of large infrastructure projects and programs such as renewable energy development. Therefore, the City has engaged the services of RMA Consulting Group (RMA) as its Program Management team. RMA has been working with the City since mid -2008 to support a variety of infrastructure projects, including a regional airport, small boat harbor, harbor access road, hydroelectric generation and electrical distribution, a s well as the Akutan Geothermal Development Project. These projects have a combined projected cost of development in excess of $160 million. The City’s planning and management of these projects has provided the team with the development experience and capacity needed to manage and administer the project. RMA assists the City with the development of detailed scoping documents, project plans, schedules and specifications necessary for issuing bids and requests for Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 7 of 84 10/7/2009 proposal. RMA also supports contractor selection and preparation of contract documents, and acts as the owner’s representative and contract manager to ensure effective performance of all contractors and consultants. RMA is an Alaska company specializing in the planning and implementation of infrastructure projects related to utilities, transportation, renewable energy and community services. Mr. Raymond Mann, President and Senior Consultant, is the City’s Program Manager. He is assisted by Mr. Robert Kirkman, Vice President of Technical Support, who currently serves as Project Manager for Phase III of the Town Creek project. Mr. Kirkman will serve as Project Manager for Phase IV, Construction, Commissioning, Operation, and Reporting and he will be available throughout the project period described in Section 3.2, below. Résumés for Mr. Kirkman and Mr. Mann are provided in Appendix A of this application. Upon approval of this grant application, RMA will provide all support and the engineering and professional services necessary for the effective management and administration of the grant. The Project Manager will work closely with the City and AEA to develop the detailed scoping documents, project plans, schedules and specifications for procurement of the resources needed to complete the tasks d efined in the grant agreement. The project management team will also assist the City with the procurement process, including proposal review, contractor selection and the preparation of contract documents. When contractors/providers are selected and approved, RMA will coordinate the combined efforts of the project team and act as the primary interface with the AEA grant manager. Mr. Kirkman will be responsible for progress reporting for identified project milestones, and overall compliance with the project scope, schedule and budget as defined in the grant agreement. 3.2 Project Schedule Include a schedule for the proposed work that will be funded by this grant. (You may include a chart or table attachment with a summary of dates below.) Phase III (Work Currently Funded & Underway) Field Assessment Completed 2009 October Recommendations/Costs Finalized 1 November Application for Phase IV Funding 10 November Final Field Report Including System Mapping & Documentation 30 November Permitting and Environmental Review Complete 2010 March Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 8 of 84 10/7/2009 Phase IV (This Application) Phase IV of this project will be completed within six months of project startup. A generalized schedule for primary tasks is as follows: Project Startup 6 Weeks Mobilization Materials/Equipment/Crews 1 month Hydro-Infrastructure Improvements 6 Weeks Controls Modifications & Monitoring 1 month Access Road Improvements 1 Month Equipment Procurement/Delivery 2 Months Demobilization 1 Week Reporting/Documentation/Training 2 Weeks 3.3 Project Milestones Define key tasks and decision points in your project and a schedule for achieving them. The Milestones must also be included on your budget worksheet to demonstrate how you propose to manage the project cash flow. (See Section 2 of the RFA or the Budget Form.)  Project Startup – Includes grant execution and setup for grant management/administration.  Mobilization – Field crews’ materials and equipment arrive on-site.  Dam Repairs & Improvements - Complete dam repairs and infrastructure improvements.  Turbine Inspection & Maintenance – Inspect, dismantle, repair, and reassemble turbine.  Control System Improvement – Upgrade existing control system. Operational monitoring, and performance testing.  Maintenance Equipment, and Storage Building – Provide City with track excavator, tools, lighting, generator, and miscellaneous equipment required for on-site maintenance at the impoundment locations. Includes on-site storage building for equipment, and ATV with enclosed cab for year round accessibility.  Access Road – Construct access road to service impoundment areas.  Provide As-Built Documentation, Systems Operational Manuals and On-site Training - Contractor provided support and documentation Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 9 of 84 10/7/2009 adequate to ensure systems operation, and sustainability. 3.4 Project Resources Describe the personnel, contractors, equipment, and services you will use to accomplish the project. Include any partnerships or commitments with other entities you have or anticipate will be needed to complete your project. Describe any existing contracts and the selection process you may use for major equipment purchases or contracts. Include brief resumes and references for known, key personnel, contractors, and suppliers as an attachment to your application. The City believes it is important to use a team approach to implementing and managing its renewable energy projects. The team will consist of selected City staff, the RMA project management team, Electric Power Systems, Inc., and th e AEA grant manager. Each of the tasks described in this application requires specialized knowledge and skills that must be obtained from private sector consultants and service providers engaged in or highly familiar with hydropower resource development. Electric Power Systems (EPS), EES and MCM are highly qualified to perform the work described in this grant application. These companies have prepared the task lists and cost estimates for this grant application and are familiar with the existing hydroelectric power generation system. EPS will be the prime contractor for this project. EES and MCM will be sub -contracted to perform the tasks related to powerhouse and control system repairs and upgrades. The project management team organization is shown b elow: Phase IV Project Management Team AEA Grant Manager Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 10 of 84 10/7/2009 As described in Section 3.1, above, RMA Consulting Group will act as the City’s representative and project management team. Having a project management team in place prior to grant approval and the appropriation of funds will allow the City to complete several pre-project activities such as coordination with AEA, refinement of the City’s grant applications, preparation of contract documents, and review of proposed grant agreements. 3.5 Project Communications Discuss how you plan to monitor the project and keep the Authority informed of the status. The City has identified Mr. Kirkman as the project manager and primary point of contact for communications with AEA and the grant manager. This will ensure an effective, continuous flow of communication throughout the project. In addition, the project team will use a suite of project management tools including web -based communications and reporting, task and milestone tracking, work breakdown structure, schedu ling, document control, budget control and risk management. The project manager will coordinate with the AEA grant manager to develop a schedule of reports. As a minimum, the City will conduct weekly status teleconferences and web - based distribution of weekly reports on scope, schedule, budget and unresolved issues. Trouble shooting reports and teleconferences will be provided on an as needed basis. 3.6 Project Risk Discuss potential problems and how you would address them. This project is considered to be low risk. There are some risks associated with field work and site surveys. The greatest risk in Akutan is unfavorable weather during field operations. Delays of site work are possible, which would affect the overall project schedule. EPS, the Contractor responsible for the assessment and preliminary design is familiar with the hydropower system and potential weather impacts. These risks have been considered in the development of milestones and the construction project schedule. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 11 of 84 10/7/2009 SECTION 4 – PROJECT DESCRIPTION AND TASKS  Tell us what the project is and how you will meet the requirements outlined in Section 2 of the RFA.  The level of information will vary according to phase(s) of the project you propose to undertake with grant funds.  If you are applying for grant funding for more than one phase of a project provide a plan and grant budget form for completion of each phase.  If some work has already been completed on your project and you are requesting funding for an advanced phase, submit information sufficient to demonstrate that the preceding phases are satisfied and funding for an advanced phase is warranted. 4.1 Proposed Energy Resource Describe the potential extent/amount of the energy resource that is available. Discuss the pros and cons of your proposed energy resource vs. other alternatives that may be available for the market to be served by your project. The resource is a stream at the east end of the City of Akutan town site. It was originally identified as “No Name Creek”, and was later referred to as “School Creek”, but is now known as “Town Creek”. Stream flows for the resource were measured several times in the early and mid- 1980s. As a result, the stream was identified by the City as a potential resource for hydroelectric power generation. In 1993, Akutan formed a joint venture with Alaska Power Systems (APS) for the design, construction, operation and maintenance of a hydroelectric power generation system utilizing the Town Creek resource. The system was constructed and became operational in October, 1993. The City purchased 100 percent ownership of the system in February, 1994. The system is owned and operated by the City’s Akutan Electric Utility, Inc., an unregulated public utility. The proposed grant project will allow continued use of the Town Creek resource to provide a peak power output of 105 kW and integrate the hydro project with the existing diesel engines located in the remote diesel plant. This integration will allow the water supply to be optimized for the City and utilize lower cost diesel fuel at the remote plant. Since this is a repair and upgrade of an existing renewable energy system, there are no reasonable alternatives available at this time. 4.2 Existing Energy System 4.2.1 Basic configuration of Existing Energy System Briefly discuss the basic configuration of the existing energy system. Include information about the number, size, age, efficiency, and type of generation. The configuration of the existing hydropower generation system is as follows:  Two feeder stream impoundments with 8 foot tall dams and 4000 feet of 6 inch polyethylene pipe.  Town Creek central impoundment with a 10 foot tall dam and 3000 feet of 10 inch polyethylene pipe. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 12 of 84 10/7/2009  400 feet of transmission line.  A combined hydro-diesel generation powerhouse.  A standalone diesel power plant located remote from the hydro/diesel plant. A survey of the system was conducted in 2007 as part of an AEA study (see State of Alaska, Alaska Energy Authority, Rural Energy group, “Conc eptual Design Report, Akutan Rural Power System Upgrades”, April 2007, prepared by LCMF, hereafter “the LCMF Report”). The report provides the following description: The hydroelectric powerhouse is located at the east end of the city. It is a stand-alone generation facility consisting of a self – contained 175 kVA (105 kW peak capacity) Canyon Industries hydro generator, backed by a 125 kW Perkins diesel generator in the same module. The facility features a 4-inch plastic penstock, which provides water to a Pelton wheel turbine from a reservoir 800 feet above the powerhouse. The hydro plant has a PLC based control system that allows for the hydro generator to be paralleled with the local diesel generator. The controls also provide remote monitoring and control of the powerhouse. The hydro plant is not currently operational. The ANTHC cut the main line during the construction of the water treatment plant. The process for repairing the line was completed, but subsequent problems, including the inability to properly synch the hydro with the diesel generator have continued to plague the system. During the month of October 2009, representatives from EPS conducted a survey and subsequent evaluation of the entire system including impoundments, penstock, val ves, turbine unit, power systems and control modules. This work is funded under AEA Round 2 grant application #249 awarded in the amount of $162,000. The resulting evaluation and assessment of the condition and efficiency of the hydropower generation system, including dams, impoundments, penstock, and the power plant has been conducted and a final report including geo -referenced schematics, and documentation will be published by the end of November 2009. The preliminary findings are attached in Appendix G of this application. In addition to the known deficiencies of the system, this assessment will define the repairs and upgrades needed to create optimum efficiency and output. This information is reflected in the design and construction tasks outlined in this application. 4.2.2 Existing Energy Resources Used Briefly discuss your understanding of the existing energy resources. Include a brief discussion of any impact the project may have on existing energy infrastructure and resources. Electrical power for Akutan is provided by diesel generators located at the power plant on the west side of the village. These are remote from the hydro plant. They are Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 13 of 84 10/7/2009 operated by Akutan Electric Utility, Inc., a non-regulated utility. The best available information regarding energy resource utilization comes from the Power Cost Equalization (PCE) Reports filed with the Regulatory Commission of Alaska. The City’s PCE annual report for July 2008 to June 2009 shows the consumption of 43,797 gallons of #2 diesel fuel at an average $4.00/gallon cost of fuel. With an annual generation of over 548,000 kWh, the cost of power is $0.32/kWh. In the past, the Akutan hydropower generation system has provided up to 50 percent of the peak load requirements of the City on an annu alized basis. The repair and upgrade will return the system to operation with the capability of providing 60 percent of current peak load. The most recent evaluation of Akutan’s energy data and the continued rise in fuel prices, show that the hydropower system repair and upgrade project can produce immediate fuel cost savings of more than $100,000 per year at a $4.00/gallon cost of diesel. Increasing hydropower production to the peak capacity of 105 kW, could substantially increase this savings. 4.2.3 Existing Energy Market Discuss existing energy use and its market. Discuss impacts your project may have on energy customers. Power for Akutan is provided by the Akutan Electric Utility, Inc., an unregulated utility. The Annual Power Cost Equalization (PCE) Report for Nonregulated Utilities filed with the Alaska Regulatory Commission for the period July 2007 to June 2008 provides the following market data: Sales Revenue Class Customers Revenue Residential 37 $70,441 Commercial 17 $67,775 Community Facilities 12 $41,709 Total: $179,925 Total utility operating expense: $358,167 City subsidy to electric utility: $178,242 Cost of power related to fuel: $0.25 kWh Total cost of power: $0.54 kWh City subsidy to customers: $0.27 kWh Completion of the hydropower system upgrade and repair will reduce Akutan Electric operating expense by nearly 30 percent. The most immediate impact of this reduction will be a corresponding reduction in the City’s general fund contributions to utility operations. In the alternative, this savings could be used to further reduce the cost of power to utility customers as an offset to the increasing cost of diesel fuel for heating. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 14 of 84 10/7/2009 4.3 Proposed System Include information necessary to describe the system you are intending to develop and address potential system design, land ownership, permits, and environmental issues. 4.3.1 System Design Provide the following information for the proposed renewable energy system:  A description of renewable energy technology specific to project location  Optimum installed capacity  Anticipated capacity factor  Anticipated annual generation  Anticipated barriers  Basic integration concept  Delivery methods The Phase III project described in this grant application will provide the information and field data required for a preliminary system design including recommended upgrades for operation, safety, sustainability and costs. Phase III also includes application for permits, so that Phase IV construction work can commence immediately following receipt of funding. Specifications and cost estimates are provided to AEA for review and approval as part of this Phase IV grant application along with a schedule for completion. 4.3.2 Land Ownership Identify potential land ownership issues, including whether site owners have agreed to the project or how you intend to approach land ownership and access issues. The Town Creek drainage area required for this project is owned by the City of Akutan. This includes all land necessary for access to the entire hydropower generation system and rights of way or sites required for construction, material storage, and staging. 4.3.3 Permits Provide the following information as it may relate to permitting and how you intend to address outstanding permit issues.  List of applicable permits  Anticipated permitting timeline  Identify and discussion of potential barriers Phase III of the project required a field inspection of the impoundment dam for stability and capacity. Any significant modification to the dam will require compliance with the State of Alaska dam safety program. There are no anticipated problems associated with the dam permitting process. RMA has contacted the State Department of Natural Resources and confirmed that the City of Akutan has been granted water rights to Town Creek. Submittal of permit applications will be initiated under Phase III during December 2009. Permits are intended to be available by Spring 2010. Following are a list of agencies from which permits are anticipated: Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 15 of 84 10/7/2009  State of Alaska DNR - Dam Safety Division  State of Alaska DNR, Div. of Mining Land & Water – Water Section There are no other identified permitting issues related to this project that could be barriers to project completion. 4.3.4 Environmental Address whether the following environmental and land use issues apply, and if so how they will be addressed:  Threatened or Endangered species  Habitat issues  Wetlands and other protected areas  Archaeological and historical resources  Land development constraints  Telecommunications interference  Aviation considerations  Visual, aesthetics impacts  Identify and discuss other potential barriers This project involves the repair and upgrade of an existing hydropower generation system and certain existing access road improvements required to service existing facilities. There are no identified environmental or land use issues that are considered barriers to project completion. The field inspection and data collection tasks of Phase III have determined that there are no environmental issues to be considered prior to construction. 4.4 Proposed New System Costs and Projected Revenues (Total Estimated Costs and Projected Revenues) The level of cost information provided will vary according to the phase of funding r equested and any previous work the applicant may have done on the project. Applicants must reference the source of their cost data. For example: Applicants Records or Analysis, Industry Standards, Consultant or Manufacturer’s estimates. 4.4.1 Project Development Cost Provide detailed project cost information based on your current knowledge and understanding of the project. Cost information should include the following:  Total anticipated project cost, and cost for this phase  Requested grant funding  Applicant matching funds – loans, capital contributions, in-kind  Identification of other funding sources  Projected capital cost of proposed renewable energy system  Projected development cost of proposed renewable energy system Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 16 of 84 10/7/2009 Total anticipated project costs are as follows: Phase III (Funded July 2008 Under AEA Grant Application #249) Task Funds Provided  Data Collection/Analysis $14,000  Field Related Work/As-builts 38,500  Dam Safety Assessment and Permitting 2,500  Final Report 43,000  Other 64,000 Total: $162,000 Phase IV: Construction, Commissioning, Operation and Reporting – This Grant Application  Project Startup $44,729  Mobilization/Demobilization 149,100  Dam Repairs & Improvements 486,790  Access Road 358,991  Maintenance Equipment and Storage Building 191,810  Turbine Inspection and Maintenance 27,031  Control System Improvement 202,729  Documentation and Training 29,820 Total: $1,491,000 The City is requesting funding for phases IV of this project in the amount of $1,390,000 4.4.2 Project Operating and Maintenance Costs Include anticipated O&M costs for new facilities constructed and how these would be funded by the applicant. (Note: Operational costs are not eligible for grant funds however grantees are required to meet ongoing reporting requirements for the purpose of reporting impacts of projects on the communities they serve.) This information will be identified during Phase IV of the project, based on the final design and operating specifications. The full cost of operation and maintenance of the upgraded system will be borne by the Akutan Electric Utility, Inc. 4.4.3 Power Purchase/Sale Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 17 of 84 10/7/2009 The power purchase/sale information should include the following:  Identification of potential power buyer(s)/customer(s)  Potential power purchase/sales price - at a minimum indicate a price range  Proposed rate of return from grant-funded project Completion of this hydropower system upgrade and repair will not present an opportunity for power sales to any customers beyond the exist ing customer base. There may be a slight increase in demand until the harbor and airport projects come online. Any increase in demand thereafter should be met by the development of the Loud Creek hydropower project. The proposed feasibility study for th e Loud Creek resource will determine if there is a future opportunity for power sales to Trident Seafoods Corporation. 4.4.4 Project Cost Worksheet Complete the cost worksheet form which provides summary information that will be considered in evaluating the project. Download the form, complete it, and submit it as an attachment. Document any conditions or sources your numbers are based on here. The completed Project Cost Worksheet is attached in Appendix B. SECTION 5– PROJECT BENEFIT Explain the economic and public benefits of your project. Include direct cost savings, and how the people of Alaska will benefit from the project. The benefits information should include the following:  Potential annual fuel displacement (gal and $) over the lifetime of the evaluated renewable energy project  Anticipated annual revenue (based on i.e. a Proposed Power Purchase Agreement price, RCA tariff, or cost based rate)  Potential additional annual incentives (i.e. tax credits)  Potential additional annual revenue streams (i.e. green tag sales or other renewable energy subsidies or programs that might be available)  Discuss the non-economic public benefits to Alaskans over the lifetime of the project The State of Alaska, including AEA, continues to make significant investment in Akutan’s energy and transportation infrastructure. Federal appropriations administered by the FAA, Denali Commission and the Corp of Engineers have added significant funding for development in Akutan. These funds are in large measure a recognition of the importance of the Bering Sea fishery and Akutan’s potential for economic development. The City’s renewable energy strategy will support this significant public investment by providing long-term, cost effective power for both public and private expansion in the Eastern Aleutians. The repair and upgrade of the existing hydroelectric power generation system is an important first step in preparing for more than $160 million of public investment. In addition, the project will provide immediate b enefits by reducing dependence on diesel fuel and improving air quality relative to climate change. Other benefits include: Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 18 of 84 10/7/2009  Protects previous state investment in the existing hydroelectric power generation system.  Decreases State subsidy for Power Cost Equalization related to diesel fuel consumption.  Potential annual fuel displacement is estimated at 40,000 gallons, an annual cost savings of at least $100,000, nearly $2 million over the life of the project.  Takes advantage of a $1.2 million Denali Co mmission funded project to upgrade the City of Akutan electric distribution system.  Promotes the sustainability of the City, tribal organizations and the local seafood industry.  Allows for the near-term use of a renewable energy resource while the City implements longer term renewable energy solutions. SECTION 6– SUSTAINABILITY Discuss your plan for operating the completed project so that it will be sustainable. Include at a minimum:  Proposed business structure(s) and concepts that may be considered.  How you propose to finance the maintenance and operations for the life of the project  Identification of operational issues that could arise.  A description of operational costs including on-going support for any back-up or existing systems that may be require to continue operation  Commitment to reporting the savings and benefits  This project represents upgrades and improvements to an existing hydroelectric system. Consequently, existing business structures and revenue streams are sufficient to support a sustainable system once the required modifications are in-place.  The City of Akutan will directly fund maintenance and operational expenses.  Location, climatic conditions, and limited equipment and technical resources are significant operational issues for Akutan. The recommended approach to this project will provide the resources required to routinely access and maintain the system for sustainability. Light equipment, tools, improved access, and additional training will ensure that City Technicians are able to maintain operation with minimal outside support. The City of Akutan is committed to providing dedicated staff for systems maintenance and operation. Additionally, the City will schedule and fund routine annual inspections, maintenance, and operational oversight by hydroelectric professionals from outside Akutan. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 19 of 84 10/7/2009 SECTION 7 – READINESS & COMPLIANCE WITH OTHER GRANTS Discuss what you have done to prepare for this award and how quickly you intend to proceed with work once your grant is approved. Tell us what you may have already accomplished on the project to date and identify other grants that may have been previously awarded for this project and the degree you have been able to meet the requirements of previous grants. The City of Akutan Hydroelectric System Repair and Upgrade Project Team is prepared to proceed with the tasking and milestones outlined in this grant application immediately following availability of funds. The $162,000 in previous grant funds provided to the City by AEA du ring FY 2010 are currently being utilized by the City to develop the necessary tasks and scope of work required to get the City’s Town Creek Hydroelectric system fully operational and sustainable. The recent field assessment, systems evaluation, repair, up grade, and rehabilitation recommendations work prepared by the City’s Contractors EPS, EES, and MCM, means the project is ready for implementation during FY 2011, and will provide adequate documentation to immediately proceed with permitting, so that work will not be delayed. The City has designated staff to receive technical training on systems operations and maintenance. This same staff will be part of the City provided construction and rehabilitation team. SECTION 8– LOCAL SUPORT Discuss what local support or possible opposition there may be regarding your project. Include letters of support from the community that would benefit from this project. The residents of the City of Akutan are dependent on the existing diesel electric and hydroelectric systems for their power needs. Continued problems with the hydroelectric system have contributed to a significant increase in fuel consumption, and placed an excessive demand on the diesel electric plant. Outages and fluctuations in power cycles are damaging to motors and electronic devices throughout the City, and are detrimental to the growth, well being, and safety of the community as a whole. Consequently the City of Akutan Electric Utility, City Administration, Council, and residents of Akutan are all in agreement that the hydroelectric system repairs, rehabilitation, and sustainability measures applied for under this grant are considered a priority. The City Council has formally approved the award of the Phase III contract work funded by the AEA Round 2 grant to Electric Power Systems (EPS) and authorized the submittal of this funding application through resolution No. 10 -06 (Appendix F). Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 20 of 84 10/7/2009 SECTION 9 – GRANT BUDGET Tell us how much you want in grant funds Include any investments to date and funding sources, how much is being requested in grant funds, and additional investments you will make as an applicant. Include an estimate of budget costs by milestones using the form – GrantBudget3.doc The City of Akutan has effectively utilized the $162,000 of grant funding for Phase III to complete the field survey, assessment, and recommendations required to support Phase IV work. In accordance with the design, specifications and cost estimates developed in Phase III, the City is requesting grant funding for Phase IV Construction, Commissioning, Operation, and Reporting, of $1,39 1,000. The City will contribute $100,000 in matching funds to support this effort. In addition to a contribution of funds towards this project the City continues to provide direct subsidies to power generation and heating. Without the development of renewable energy resources these subsidies will total more than $1 million over the next 24-36 months. The attached Grant Budget Form provides a task and funding source brea kdown. Renewable Energy Fund Grant Application Round 3 AEA10-015 Grant Application Page 21 of 84 10/7/2009 SECTION 9 – ADDITIONAL DOCUMENTATION AND CERTIFICATION SUBMIT THE FOLLOWING DOCUMENTS WITH YOUR APPLICATION: A. Resumes of Applicant’s Project Manager, key staff, partners, consultants, and suppliers per application form Section 3.1 and 3.4. B. Cost Worksheet per application form Section 4.4.4. C. Grant Budget Form per application form Section 9. D. Letters demonstrating local support per application form Section 8. E. An electronic version of the entire application on CD per RFA Section 1.6. F. Governing Body Resolution or other formal action taken by the applicant’s governing body or management per RFA Section 1.4 that: - Commits the organization to provide the matching resources for project at the match amounts indicated in the application. - Authorizes the individual who signs the application has the authority to commit the organization to the obligations under the grant. - Provides as point of contact to represent the applicant for purposes of this application. - Certifies the applicant is in compliance with applicable federal, state, and local, laws including existing credit and federal tax obligations. AEA10-015 Grant Application Page 22 of 84 10/7/2009 Appendix A. Resumes of Applicant’s Project Manager, key staff, partners, consultants, and suppliers per application form Section 3.1 and 3.4. AEA10-015 Grant Application Page 36 of 84 10/7/2009 Professional Qualifications Electric Power Systems Inc. Power systems engineering, project management and construction is Electric Power Systems, Inc.’s (EPS) core business. Our owners, principals and senior staff are all practicing engineers with considerable experience focused on electric utility infrastructure. EPS specializes in the design, study, testing and troubleshooting of power generation, power distribution, power transmission systems, and protective relays. EPS has been managing multi-discipline projects successfully for over 13 years and the proposed team for this project is a cohesive group of professionals with complementing project experience. EPS maintains a full-time staff of approximately 120 in its Juneau and Anchorage, Alaska; and Tacoma, Vancouver and Redmond, Washington locations. Our staff consists of seasoned planners, electrical and mechanical engineers, drafters, electricians and technicians, and support personnel. We have the depth and capability to reassign our professional and production staff to meet the needs of this project. For this project, EPS will utilize EES Consulting (EES) and McMillen LLC (MCM) as subconsultants. The following is a brief overview of each of these firms: EES Consulting (EES) EES is a multidisciplinary consulting firm with emphasis in engineering, environmental and regulatory services to clients involved in energy and natural resource related businesses throughout the Northwest including British Columbia and Alaska. Formed in 1978, EES has a staff of 26 engineers, scientists, analysts and support staff. They are a firm of professionals headquartered in Kirkland, Washington with offices in Bellingham, Washington; Portland, Oregon; and Indio, California. A large majority of their project work is associated with hydropower and fishery enhancement that is a natural byproduct of this industry. Their staff has extensive experience in the environmental, engineering, and regulatory fields, with backgrounds in civil, mechanical, electrical and structural engineering, operations, fisheries, water quality and hydrology. EES has registered professional electrical, civil and mechanical engineers in the state of Alaska. Their engineering staff includes senior engineers with many years of experience working on all types of hydropower and fishery related projects. They have completed final design on a variety of hydropower projects in the past five years and are currently completing design of a 7.5MW hydro project for Snohomish County Public Utility District, and working on rehabilitation and replacement of four 22MW vertical Kaplan hydro turbine/generators for the Pend Oreille Public Utility District. McMillen LLC (MCM) MCM is a woman owned 8(a) firm based in Boise, Idaho providing a unique business organization that maintains engineering, environmental and natural resources, and construction services within one firm. Since their inception, Mc Millen, LLC has strived to build their design capabilities in multiple market sectors. From their roots in the water resources and fisheries engineering market, they have expanded to serve the hydropower, transportation, agriculture, environmental, and water/wastewater markets. For PacifiCorp, for example, their projects have expanded from water resource and fisheries engineering to include work at their powerhouse facilities (Lemolo, Prospect Dam Powerhouse 1 & 2, Yale Dam, and Toketee). They are a full service consulting firm with project experience extending from the planning phase through construction and project startup. Their staff members have hands on experience in building the projects they designed bringing a unique understanding of constructability issues to their design process. Their design packages are developed with an eye on construction, resulting in lower construction bids and streamlined construction. They are currently working for Puget Sound Energy, Idaho Power Company, Portland General Electric, PacifiCorp, Seattle City Light, USACE Portland District, USACE Walla Walla District, USACE Sacramento District, and the U.S. Fish and Wildlife Service. AEA10-015 Grant Application Page 37 of 84 10/7/2009 Key Personnel The following are brief overviews of the key personnel proposed for this project: Dave Buss, PE, Project Manager Mr. Buss has over 13 years of electrical engineering experience throughout Alaska and the Pacific Northwest. As the manager of the EPS Juneau office, he has considerable experience with planning, scheduling and coordinating projects. Mr. Buss took part in the initial inspection of the Akutan Town Creek Hydro plant and was part of the design team for upgrading the hydro plant controls. His expertise includes system coordination, relay settings, power generation controls, switchgear controls, motor controls, system start-ups, troubleshooting and maintenance and design engineering. He possesses the ability to work independently on projects that require close attention to sequence of events in order to prevent down time and or outages to client’s electrical systems. Mr. Buss provided protective relaying and control design for a six generator, double bus power plant and acted as the staff engineer for the City of Sitka Electric Department where his duties included troubleshooting outages, system performance issues, control problems and protective relaying settings. Mr. Buss also provides engineering support to the communities of Angoon, Kake, Hoonah, Sitka, Metlakatla, Yakutat, Wrangell and Petersburg along with the Alaska Marine Highway vessels. The engineering support for these clients involves assisting with troubleshooting of generation and distribution problems, design of upgrades, and installation assistance of upgrades and relay settings. Before joining EPS, Mr. Buss worked for Alaska Electric Light and Power as the Assistant Generation Engineer. Jack Anderson, PE, Senior Transmission Engineer Mr. Anderson has spent 26 years in the electrical engineering field with emphasis in both the technical and management aspects of electric utilities. He joined EPS/Dryden & LaRue in 1990 as an associate engineer and lends considerable system expertise to the staff. A resident of Alaska since 1983, he has served as project manager/engineer for numerous projects throughout the State of Alaska. He has completed the design and construction of a 115 kV transmission line for the City of Seward, 69 kV transmission lines on the north slope of Alaska, distribution lines for most of the major utilities in the State of Alaska, and numerous substations, up to 230 kV, for utilities throughout the State of Alaska including Chugach Electric Association, Copper Valley Electric Association, Kodiak Electric Association, Homer Electric Association, City of Unalaska, Healy Clean Coal Facility, Fairbanks Goldmine and the City of Seward. As the City of Seward's Utility Engineer for six years, Mr. Anderson was responsible for the management support, planning, engineering, operation and maintenance of 20 miles 115 kV transmission, 24 miles 69 kV transmission, 10 miles 24.9 kV distribution, 100 miles 12.5 kV distribution, 10.5 MW diesel generation and 2,450-customer municipal electric system for 1.5 years. Don Jarrett, PE, Mechanical Engineer Mr. Jarrett is a mechanical engineer with over 30 years of experience in the design, operation/maintenance, licensing/permitting and project management of power generation facilities. Don offers a wide range of experience in hydropower generating projects, including feasibility studies and concept development, water conveyance systems, power piping and valves, hydraulic turbines, induction and synchronous generators, controls design, fish passage facilities, and plant operations/maintenance planning and management. Morton McMillian, PE, Senior Civil Engineer Mr. McMillen has a broad background in water resources and fisheries engineering with project experience in fish trapping and holding facilities, fish ladders, fish screens, surface collectors at hydroelectric facilities, hatcheries, and acclimation facilities. He is a founding partner of McMillen, LLC. Mort’s project experience extends across the Pacific Northwest, Alaska, and Northern California. Throughout his career, Mort has led coordination activities with the AEA10-015 Grant Application Page 38 of 84 10/7/2009 resource agencies including NOAA Fisheries, USFWS, IDFG, ODFW, WDFW, and state and local regulator groups. Pete Rittmueller, Hydrologist/Fisheries Biologist Mr. Rittmueller has extensive experience installing and operating stream gauging stations in Alaska, Washington and Canada. In addition to installing and monitoring more than 50 stations, Mr. Rittmueller generates hydrological records and synthesizes long periods of record for water supply, energy projects and fisheries analyses. He has managed and participated in environmental studies and assessments for more than 40 hydroelectric projects since 1984. He has managed and co-managed all phases of projects including scoping, study development and implementation, budget preparation, technical report writing, and submittal of FERC license applications. Mr. Rittmueller's primary role has been project management of critical hydrology and instream flow issues for projects in the Pacific Northwest. His participation in negotiations on several projects has resulted in obtaining flow agreements that have improved the feasibility of projects. Chris Boyd, PE, Structural Engineer Mr. Boyd brings more than ten years of experience as a structural engineer on numerous hydroelectric, fisheries, water resources, and transportation projects through out the Northwest. He has extensive experience in structural design and construction, including structural design for the Elk Creek Dam removal near Medford, Oregon, structural design of a new fish hatchery near the Upper Baker dam, and design of the fish evaluation station and transport system for the Upper Baker Lake Floating Surface Collector. Mr. Boyd is also currently under contract to PacifiCorp to complete the design modifications to the existing Burrows Ponds Banks 1 & 2 at the Speelyai Hatchery. Dan Axeness, PE, Civil Engineer Mr. Axness is a registered professional engineer specializing in water resources. He brings more than eighteen years of specialized expertise in roadway drainage, hydraulic modeling, pipeline and pump station design, erosion control, construction management, irrigation planning and design, and bridge scour evaluation. Dan’s work for the last 15 years has been on large multi-discipline projects including: water and wastewater treatment plants, sanitary sewer lines and force mains, water transmission pipelines, pump stations, and reservoirs, fish screens and barriers, fish hatcheries, dams and spillways, dikes, and transportation facilities, and have often included major environmental analysis for ESA listed species. AEA10-015 Grant Application Page 39 of 84 10/7/2009 Appendix B. Cost Worksheet per application form Section 4.4.4. AEA10-015 Grant Application Page 40 of 84 10/7/2009 Akutan Hydroelectric System Repair and Upgrade Project Please note that some fields might not be applicable for all technologies or all project phases. Level of information detail varies according to phase requirements. 1. Renewable Energy Source The Applicant should demonstrate that the renewable energy resource is available on a sustainable basis. Annual average resource availability. Year-round flow with low flows February - April Unit depends on project type (e.g. windspeed, hydropower output, biomass fuel) 2. Existing Energy Generation a) Basic configuration (if system is part of the Railbelt1 grid, leave this section blank) i. Number of generators/boilers/other 1 hydropower; 3 diesel ii. Rated capacity of generators/boilers/other Hydro: 105 kW; Diesel: 70 kW, 125 kW, 150 kW iii. Generator/boilers/other type Hydro Plant: 1 Canon Industries hydro, 1 Perkins Diesel Diesel Plant: 1 Caterpillar diesel, 1 John Deere diesel iv. Age of generators/boilers/other 1 Canyon hydro, 15 years; 2 Perkins diesel, 10 years; 1 John Deere diesel, 2 years. v. Efficiency of generators/boilers/other 70% - 80% b) Annual O&M cost (if system is part of the Railbelt grid, leave this section blank) i. Annual O&M cost for labor FY 08 - $79,697 ii. Annual O&M cost for non-labor FY 08 - $281,118 (including fuel) c) Annual electricity production and fuel usage (fill in as applicable) (if system is part of the Railbelt grid, leave this section blank) i. Electricity [kWh] 692,000 kWh generated; 560,000 kWh sold ii. Fuel usage Diesel [gal] FY 08: 48,000 gallons #2 diesel Other iii. Peak Load 108 kW iv. Average Load 84 kW v. Minimum Load 50 kW vi. Efficiency 14.14 kWh/gallon vii. Future trends Increasing demand over next 24-36 months related to harbor and airport projects. d) Annual heating fuel usage (fill in as applicable) i. Diesel [gal or MMBtu] 42,870 gallons #1 and #2 diesel 1 The Railbelt grid connects all customers of Chugach Electric Association, Homer Electric Association, Golden Valley Electric Association, the City of Seward Electric Department, Matanuska Electric Association and Anchorage Municipal Light and Power. AEA10-015 Grant Application Page 41 of 84 10/7/2009 ii. Electricity [kWh] iii. Propane [gal or MMBtu] iv. Coal [tons or MMBtu] v. Wood [cords, green tons, dry tons] vi. Other 3. Proposed System Design a) Installed capacity 125 kW hydro generation b) Annual renewable electricity generation i. Diesel [gal or MMBtu] ii. Electricity [kWh] iii. Propane [gal or MMBtu] iv. Coal [tons or MMBtu] v. Wood [cords, green tons, dry tons] vi. Other 420,000 kWh from hydro generation 4. Project Cost a) Total capital cost of new system b) Development cost $1,653,000 Including Phase III Grant Award of $162,000 for Survey/Assessment& Preliminary Design. c) Annual O&M cost of new system d) Annual fuel cost 5. Project Benefits a) Amount of fuel displaced for i. Electricity 40,000 gallons #2 diesel ii. Heat iii. Transportation b) Price of displaced fuel FY 08: $3.26/gallon FY 09: $4.00/gallon (estimated) c) Other economic benefits d) Amount of Alaska public benefits $2.5 million estimated reduction of State PCE and City subsidies over 10-year life of project. 6. Power Purchase/Sales Price a) Price for power purchase/sale FY 08: $0.54/kWh, after construction $0.25 kWh (estimate) AEA10-015 Grant Application Page 42 of 84 10/7/2009 7. Project Analysis a) Basic Economic Analysis Project benefit/cost ratio Payback Estimated $2 million over 10 years. AEA10-015 Grant Application Page 43 of 84 10/7/2009 Appendix C. Grant Budget Form per application form Section 9 and supporting documents. Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 AEA10-015 Grant Application Page 44 of 84 10/7/2009 Milestone or Task Anticipated Completion Date RE- Fund Grant Funds Grantee Matching Funds Source of Matching Funds: Cash/In-kind/Federal Grants/Other State Grants/Other TOTALS Project Startup $41,729 $3,000 City of Akutan Cash/In Kind $44,729 Mobilization/ Demobilization (Local logistical support) $139,100 $10,000 City of Akutan Cash/In Kind $149,100 Dam Repairs and Improvements $454,141 $32,649 City of Akutan Cash/In Kind $486,790 Access Road $334,914 $24,077 City of Akutan Cash/In Kind $358,991 Maintenance Equipment and Storage Building $178,945 $12,865 City of Akutan Cash/In Kind $191,810 Turbine Inspection and Maintenance $25,218 $1,813 City of Akutan Cash/In Kind $27,031 Control System Improvement $189,133 $13,596 City of Akutan Cash/In Kind $202,729 Documentation & Training $27,820 $2,000 City of Akutan Cash/In Kind $29,820 TOTALS 1,391,000 100,000 $1,491,000 Budget Categories: Direct Labor & Benefits $ $73,500 City of Akutan – In kind $73,500 Travel & Per Diem $ $15,000 City of Akutan - Cash $15,000 Equipment $191,787 $7,500 City of Akutan – In Kind $199,287 Materials & Supplies $1,000 $4,000 City of Akutan – In Kind $5000 Contractual Services $1,198,213 $ $1,198,213 Construction Services $ $ $ Other $ $ $ TOTALS $1,391,000 $100,000 $1,491,000 Applications should include a separate worksheet for each project phase (Reconnaissance, Feasibility, Design and Permitting, and Construction)- Add additional pages as needed Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 AEA10-015 Grant Application Page 45 of 84 10/7/2009 Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 AEA10-015 Grant Application Page 46 of 84 10/7/2009 Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 AEA10-015 Grant Application Page 47 of 84 10/7/2009 AEA10-015 Grant Application Page 48 of 84 10/7/2009 AEA10-015 Grant Application Page 49 of 84 10/7/2009 AEA10-015 Grant Application Page 50 of 84 10/7/2009 Appendix D. Letters demonstrating local support per application form Section 8. (No letters of support are attached to this grant application.) AEA10-015 Grant Application Page 51 of 84 10/7/2009 Appendix E. An electronic version of the entire application on CD per RFA Section 1.6. (Disc provided separately.) AEA10-015 Grant Application Page 52 of 84 10/7/2009 Appendix F. Governing Body Resolution or other formal action taken by the applicant’s governing body or management per RFA Section 1.4 that: - Commits the organization to provide the matching resources for project at the match amounts indicated in the application. - Authorizes the individual who signs the application has the authority to commit the organization to the obligations under the grant. - Provides as point of contact to represent the applicant for purposes of this application. - Certifies the applicant is in compliance with applicable federal, state, and local, laws including existing credit and federal tax obligations. AEA10-015 Grant Application Page 53 of 84 10/7/2009 AEA10-015 Grant Application Page 54 of 84 10/7/2009 AEA10-015 Grant Application Page 55 of 84 10/7/2009 F. CERTIFICATION The undersigned certifies that this application for a renewable energy grant is truthful and correct, and that the applicant is in compliance with, and will continue to comply with, all federal and state laws including existing credit and federal tax obligations.* Print Name Joe Bereskin Signature Title Mayor, City of Akutan Date 10 November 2009 *The City of Akutan is currently resolving its compliance obligations with the State of Alaska Public Employees Retirement System (PERS) with respect to certain employee enrollment dates and classifications. To the best of my knowledge, the City is in compliance with all other federal and State laws. AEA10-015 Grant Application Page 56 of 84 10/7/2009 Appendix G. Town Creek Hydroelectric Field Trip Report- October 2009 AEA10-015 Grant Application Page 57 of 84 10/7/2009 TOWN CREEK HYDROELECTRIC PROJECT FIELD TRIP REPORT EES CONSULTING, INC. MCMILLEN, LLC. NOVEMBER 2009 AEA10-015 Grant Application Page 56 of 84 10/7/2009 Contents Introduction ................................................................................................................................. 1 Mobilization ................................................................................................................................. 1 Document/Data Review ................................................................................................................ 1 Background Information .................................................................................................... 2 Civil Construction Information .......................................................................................... 2 Powerhouse Construction Information .............................................................................. 2 Historical Energy Production Information ......................................................................... 2 Streamflow Information ..................................................................................................... 2 Interviews....................................................................................................................................... 4 Site Review ..................................................................................................................................... 5 Dams .................................................................................................................................... 5 Powerhouse .......................................................................................................................... 5 Penstock Headlosses...................................................................................................................... 6 Recommendations ......................................................................................................................... 7 Dam Repairs/Modifications ................................................................................................. 7 Upper Watershed Access Road ............................................................................................ 7 Control System Replacement ............................................................................................... 8 Turbine Inspection ............................................................................................................... 8 Cost Estimates ............................................................................................................................... 8 Dam Repairs/Modifications ................................................................................................. 8 Upper Watershed Access Road ............................................................................................ 8 Control System Replacement ............................................................................................... 8 Turbine Inspection ............................................................................................................... 8 List of Figures 1 Town Creek Diesel-Hydro Generation ................................................................................ 3 2 Town Creek Site Plan .......................................................................................................... 9 3 Penstock Route and Powerhouse Location ........................................................................ 10 AEA10-015 Grant Application Page 57 of 84 10/7/2009 4 Main Impoundment Dam ................................................................................................... 11 5 Powerhouse ........................................................................................................................ 12 Photographs Diversion Dam #1 .............................................................................................................. 13 Main Impoundment Dam ................................................................................................... 14 Main Dam Spillway ........................................................................................................... 15 Main Dam (from downstream) .......................................................................................... 16 Diversion Dam #2 .............................................................................................................. 17 Diversion Dam #3 .............................................................................................................. 18 Powerhouse ........................................................................................................................ 19 Turbine Hydraulics and Load Bank ................................................................................... 20 Turbine Control Panel ........................................................................................................ 21 Turbine Load Bank Controls ............................................................................................. 22 Turbine Runner .................................................................................................................. 23 AEA10-015 Grant Application Page 58 of 84 10/7/2009 Town Creek Hydro—Field Report Introduction Electric Power Systems contracted with EES Consulting to provide a field review and recommendations for repairs/upgrades to the City of Akutan, Alaska Town Creek Hydroelectric Project. The EES Consulting (EES) engineering team includes McMillen LLC (MCM) engineers. Mobilization On October 25, 2009, Don Jarrett (EES) and Dan Axness (MCM) joined Robert Kirkman (RCM) in Akutan to perform the field work and develop a preliminary report with rep air/improvement recommendations and cost estimates. This team had to spend two nights in Unalaska due to weather delay prior to getting a flight to Akutan. While in Akutan the team hiked into the Town Creek watershed on October 24, 2009 and saw the main impoundment dam and diversion dams. The upper part of the watershed had up to 18 inches of snow so it was not possible to completely assess the condition of all aspects of the dams. On October 25, 2009 we had Demetri take us across the bay so we could hike up into the Loud Creek watershed. Again there was snow cover on the upper part of the watershed, but we were able see the locations of previously identified dam sites and the powerhouse location. Document/Data Review We reviewed the following information relative to the Town Creek Project.  Electric Power Systems, City of Akutan Hydro Inspection Report & Upgrade Cost Estimates, May 2003  Grant Application of Akutan Hydroelectric System Repair, City of Akutan, Renewable Energy Fund Grant Application, AEA-09-004, September 3, 2008  Alaska Power Systems, ASTF Grant Agreement 92-4-277, Unitized Village Scale Hydro- diesel Generation System, April 1994  Akutan Hydropower Feasibility Study, HDR/Ott Water Engineers and Dryen & LaRue, 1989  Akutan Hydropower, Preliminary Design Report, Ott Water Engineers, 1980  Egor Eispov, LCMF Inc., Alaska Energy Authority, Akutan Rural Power System Upgrade, 2007 AEA10-015 Grant Application Page 59 of 84 10/7/2009 Background Information The City of Akutan entered into an agreement with a developer for the construction and operation of the Town Creek Project. The developer, Alaska Power Systems (APS), packaged the powerhouse equipment and performed construction of the project at Akutan in 1990. Three small diversion dams were constructed to divert water to a main impoundment dam in the watershed above Akutan. The small diversion dams used 6 inch PE pipe to run water from the small drainages to the main dam. From the main dam at elevation 800 feet above MSL a 10 inch PE pipe (penstock) was installed to bring water to the powerhouse. The powerhouse located at 26 feet above MSL, had a unique hydro turbine-generator with a drive train that would allow a small diesel to connect to the turbine-generator through a clutch. Civil Construction Information There is very limited documentation of the construction of the main dam, diversion dams and penstock in the above documents. The ASTF Grant Agreement has good information on the powerhouse equipment (which does not reflect the current equipment arrangement). This documentation includes dam design information performed by Shannon & Wilson, but is more schematic in nature with respect to the dams and does not show the locations of the intake screens, penstock and valves, etc. Powerhouse Construction Information There is good information on the powerhouse and generating equipment which was installed by APS. Information from the Electric Power Systems report indicates that significant issues have existed with the diesel-hydro system control. The hydro turbine generator has a rating of 160 kW; however, it is connected to a load bank which may consume 50 kW or more for the purpose of providing frequency regulation. The original connected diesel had a rating of 150 kW. Historical Energy Production Information Filings and other data for the Alaska Energy Authority power cost equalization (PCE) program were obtained from 1999 to 2009. Earlier studies for the City of Akutan include energy production in the late 1980’s. Power plant log sheets were also reviewed. This review indicates that there has been very limited hydro operation the last 10 years. Figure 1 presents monthly generation for both diesel and hydro. As can be seen from the figure annual energy production has been increasing over the last 10 years. Average annual production over the ten year period was 538,000 kWh. Production in FY2009 was 566,000 kWh. In 1989 the City’s energy production was 305,000 kWh so energy consumption has nearly doubled in the last twenty years. As can be seen from the historical production hydroelectric production never amounted to any significant portion of the City’s needs. Streamflow Information While APS apparently did streamflow measurements in the tributaries which come out of the watershed there is little documentation of the studies. According to APS the hydro project would be able to generate 2,000,000 kWh annually. Based on studies done on North Creek and Loud AEA10-015 Grant Application Page 60 of 84 10/7/2009 Creek hydroelectric production from a watershed of this size would be expected to be less. For example, Loud Creek has a drainage area estimated at 1.1 square miles with 10.8 CFS average discharge and Ott Engineers estimated 1,820,000 kWh annually. The Town Creek drainage intercepted by the dams was estimated by APS at 0.63 square miles, correcting for head production might be expected to be on the order of 1,700,000 kWh. Unfortunately no further hydrology studies have been performed to correlate the small amount of streamflows to a longer record to obtain a better estimate of average annual production. Given the variability of monthly average flows energy production from Town Creek will be unlikely to be able to supply all needs of the City. Figure 1—Town Creek Diesel-Hydro Generation Town Creek Hydroelectric Generation Potential We were unable to find any hydrologic information for Town Creek from the APS documentation. A review was made of the available hydrologic information for adjacent watersheds. Based on information from the HDR/OTT Report on Loud Creek and North Creek a simple analysis of generation was performed. The average monthly flows for Loud Creek were factored for Town Creek and used to calculated generation based on the installed capacity at the Town Creek Hydro Project. Figure 2 presents the average monthly discharges for both creeks. Generation analysis based on average monthly data typically overstates the amount of generation potential. Furthermore the Loud Creek data was only measured at the mouth and was corrected to the diversion location based on a drainage area correction. Additionally the AEA10-015 Grant Application Page 61 of 84 10/7/2009 average monthly flows that were reported for Loud Creek were based on very limited gage information. Finally, during the winter months it is likely that more of the discharge is from lower elevation run-off. Figure 2 – Town Creek and Loud Creek Hydrology Using the average monthly flow data and installed capacity to calculate monthly energy production and additionally taking 50% of the calculated value (to reflect the issues discussed above) it is estimated that monthly energy production could be as high as 54,000 kWh for an annual total of 648,000 kWh annually. Annual energy consumption varies in the City, but in the most recent full fiscal year use was 538,000 kWh. It is doubtfull that hydroelectric generation can fully replace diesel. It is likely that some diesel generation will be required for acceptable frequency regulation. For all of these reasons it is estimated that hydroelectric generation will displace about 75% of the typical energy generation. Based on the above analysis and assumptions hydroelectric generation is estimated to be approximately 404,000 kWh. This hydroelectric generation will displace the use of diesel generation. Based on the assumption that diesel generation efficiency is approximately 13 kWh/gallon, hydroelectric generation would displace 31,080 gallons of diesel annually. In 2008 diesel fuel cost was reported as $3.96 per gallon, thus the hydroelectric generation would offset $123,000 of fuel cost annually. AEA10-015 Grant Application Page 62 of 84 10/7/2009 Interviews We meet with Mayor Joe Bereskin and Demetri Tcheripanoff to better understand some of the project history and problems. As we had read the original Town Creek project was conceived by Alaska Power Systems (APS). Apparently APS went bankrupt and the City was not able to obtain any project documentation aside from that contained in the final report for ASTF grant and some O&M manuals which were provided by APS. According to the Mayor APS gear was “home-made” and not very reliable. We asked about issues associated with the main impound dam and the diversion dams. The City has experienced problems with the intakes in the diversion dams (which feed water to the main dam). These small diversion dams have become clogged with sediment and there is not any way to easily clean these out. There are screens of some type which become clogged with organic debris. According to City staff the main dam has similar problems. According to City staff the hydro turbine runs well but is not presently being used because of the failure of the main impound dam level sensor. The Mayor noted that the control system seems overly complex and is difficult for them to troubleshoot and problems. The recent improvements by EPS was helpful as new components are off the shelf as opposed to custom built equipment as was originally supplied by APS. The Mayor noted the difficulty for the City to properly operate a hydro project with local residents. We asked about the construction of the main dam and diversion dams. The City staff was not very knowledgeable about the construction. They did not that the contractor had brought in a dozer and backhoe for construction and had been able to get the equipment up to the upper watershed. City staff noted that the intake screen on the dams clog with weeds and it is difficult to clean them as they are underwater. We asked about the City water supply system. The City water supply system diverts water into a separate system and runs directly to the City water treatment plant. There is no interconnection between the Town Creek hydro and the City water supply system. We asked about the status of the Town Creek Hydro Project and the Alaska Department of Dam Safety. The Mayor noted that a dam safety person had been to the site and concluded that the main dam is subject to regulation due to its height. We asked about construction of an access road to facilitate operation and maintenance of the dams. The Mayor noted that the soils are very erodible and the residents would not want to see an ugly road from below. We asked about the second diesel generator power plant which the City maintains as a backup t o the diesel-hydro system. The Mayor stated that there is no reason to install any monitoring of this facility or interconnect it in any way to the diesel-hydro plant. The regular hydro operator was out of town so we were not able to interview that person. We asked for his contact information. AEA10-015 Grant Application Page 63 of 84 10/7/2009 Site Review Figures and photographs of the watershed, dams and powerhouse are included in the Appendix. Figure 1 illustrates the Town Creek site showing the main impoundment dam and diversion dams located in the upper watershed. Figure 2 shows the penstock route and powerhouse location. Figure 3 illustrates the main impoundment design. Figure 4 illustrates the powerhouse as originally supplied by APS. Dams The team hiked into the upper water shed along the penstock route and visited the main impoundment dam and the three diversion dams (see photographs in the Appendix). The upper watershed has up to 18-inches of snow so inspection was difficult. Due to snow and ice on the ponds we were not able to see much more than the dams and the spillways. It was noted that the spillways are pipes on the crest of the dam and there is concern about the potential for overtopping if the pipes get frozen due the snow/ice. Should there be a rain on snow event while these pipes are obstructed the dams would be overtopped and likely fail. At the main dam we were unable to operate the penstock shutoff valve or the sluice valve; they are apparently jammed. We could not see the screen on the penstock intake. The screen may be damaged or have large openings as evidenced by the amount of debris found in the needle (spear) valves. The diversion dams all appear to be silted in. Diversion dam #3 is damaged and sheet piling has been washed out or frost jacked. In addition, the wooden cap protecting the upper end of the vinyl sheet piling has deteriorated. Powerhouse The hydro-diesel powerhouse was visually inspected (see photographs in the Appendix). The original powerhouse configuration had a diesel engine directly connected to the hydro turbine through a clutch arrangement. It is not known when this arrangement was changed; however, the arrangement now has a separate diesel gen-set. The hydro turbine is a two-jet impulse machine manufactured by Canyon Hydro in Deming, Washington. This is a compact horizontal unit which is rated for 150 kW with a net head of 685 feet and 3.5 CFS discharge. The deflectors are hydraulically operated with a counter weight for emergency operation. The needles are also hydraulically operated and have limit switch es for open/closed position indication. A visual inspection was made of the turbine runner was made and the runner appears to be in excellent condition. The general condition of the turbine appears good. The turbine shutoff valve (8 inch 300# gate valve) is outside of the powerhouse and is hand operated. The condition of this valve is not known. For typical hydro projects this shutoff valve would be located indoors and be protected from the elements. The hydro turbine is connected through a flexible coupling to an 1800 RPM synchronous generator rated at 140 kW, 0.8 power factor which produces power at 480 V. AEA10-015 Grant Application Page 64 of 84 10/7/2009 The hydro turbine-generator uses a Thomson & Howe control system. This system utilizes a load bank for regulation of frequency, allowing rapid response to changes in system load. Impulse turbines do not regulate frequency well (due to slow needle closure timing) so generally either deflector control or a variable load bank must be used. Thomson & Howe also supplied small hydraulic power units for the needles and deflectors. While we were there the Mayor attempted to put the hydro unit online. The unit began to spin, came up to synchronous speed, closed in and loaded up to 10 kW. Shortly thereafter the unit tripped off. According to the HMI there was no alarm which indicated why the unit tripped off line. It was not clear what the issue was with putting the hydro unit online. The HMI indicated a penstock pressure of 331 psi when the unit was off-line. As noted previously the main dam level sensor is not functioning so there is no way to monitor the amount of water in the main dam. The HMI system for control and monitoring of the diesel-hydro powerhouse was inspected. The Mayor demonstrated the HMI system which uses a desktop PC in the City Hall. This is t he new HMI system which was developed and installed by EPS. The diesel gen-set was producing 80 kW at 490 V on October 26, 2009 at 17:00. The diesel in the powerhouse is a relatively new John Deere with a generator rating of 150 kW. The controls for the diesel are using the Thomson & Howe original equipment which has been modified by EPS. While there we observed that the diesel was operating satisfactorily and system frequency looked stable. Penstock Headlosses The frictional losses in the penstock have been estimated based on the following: Main impound dam water surface elevation 800 FT above MSL Turbine runner elevation 26 FT above MSL Penstock length 3000 FT Penstock diameter 10 IN Penstock material Polyethylene (PE) pipe Turbine maximum discharge 3.5 CFS There is no documentation about the penstock that we were able obtain, other than statements in the data reviewed that 10 inch PE pipe was used. We were able to confirm the 10 inch diameter PE pipe at the powerhouse just upstream of the outdoor 8 inch isolation valve. Standard IPS PE pipe comes in different pressure ratings. The gross static head is 776 feet which is 335 psi. A PE pipe with a diameter to wall thickness ratio of 7.3 has a pressure rating of 320 psi, so this is likely what was used. They may have used a combination of lighter wall thickness pipe further up the penstock. None-the-less based on the assumptions above the estimated headloss due to friction at full load is 64 feet. Thus the net head at the turbine would be 710 feet of head. This is consistent with information obtained from Canyon Hydro (the turbine manufacturer) that the turbine was designed for 685 feet net head and 3.5 CFS. AEA10-015 Grant Application Page 65 of 84 10/7/2009 Recommendations Dam Repairs/Modifications Modifications and repairs to the dams in the upper watershed are needed for maximizing the capture of water in the watershed. The modifications recommended for the main impoundment include: 1. Replace all three valves. (2) 10" valves at the dam and (1) 8" valve at the powerhouse near the harbor 2. Provide insulated valve vaults for all three valves (6' dia. Cmp) 3. Move the air vent downstream to fit the valve vault around the upper valve 4. Install an 8-ft wide by 20-ft tall trash rack that consists of a vertical 8' dia. CMP with the face cutoff at an angle 5. Extend the 3- 12" over flow pipes 80-ft into the pool to provide overflow protection when the pool is frozen 6. Provide air vents for the three overflow pipes to prevent siphoning 7. Re locate level sensor into trash rack in a stilling well. Modifications recommended for the smaller impoundments include: 1. Excavate small ponds (~ 50 cy each) 2. Provide small trash racks for the three small ponds (8-ft x 3-ft horizontal trash racks) 3. Install sediment sluice pipes through the vinyl sheet piling on the three small dams. Backfill and replace slope protection. Upper Watershed Access Road 1. To properly operate the dams in the upper watershed reasonable access must be provided so the staff can safely travel to these locations and inspect and maintain the dams. An access road with reasonable grades would allow ATV access in the summer and snowmobile access in the winter. 2. Provide an access trail for 4-wheeler/gator/snowmobile a. Use some gravel from the harbor b. Use cellular confinement material (grid) or geotextile to form a base and sides where the trail cuts through ridges c. Reestablish vegetation to maintain low visibility of trail AEA10-015 Grant Application Page 66 of 84 10/7/2009 Control System Replacement Given the difficulty of City operations staff to get unit to properly parallel with the diesel it is recommended that the control system be replaced. Electric Power System will address this recommendation and the associated estimated cost in their report. Turbine Inspection It is recommended that a service technician from Canyon be brought to site to perform a full inspection of the unit. While the unit has not had a lot of hours of operation it is nearly 20 years old and inspection and servicing is recommended by a factory technician. Cost Estimates Dam Repairs/Modifications The three small impoundments will be excavated to remove sediment, have fill compacted around the scoured areas at the dam crest, be fitted with 3-ft by 8-ft trash racks, and have the pressure treated wood sheet pile protection replaced. The main impoundment will have the overflow pipes extended into the reservoir to provide ice free overflow protection. In addition, the main penstock will have the outlet valve, the sluice valve and the powerhouse valve replaced. All of these valves will be protected in 5 to 6-ft diameter corrugated metal pipe valve vaults. The cost for these repairs is estimated at approximately $297,000, which includes surveying, design, permitting, construction management, materials, and labor. Upper Watershed Access Road The access to the impoundments will be improved with a new ATV road. The low-visibility road will use a geotextile base in places to stabilize the surface and reduce erosion. Finally, vegetation will be established along the road and construction areas. Estimated cost for the road construction is approximately $266,000, which includes surveying, design, permitting, construction management, materials, and labor. Control System Replacement To be estimated by Electric Power Systems. Turbine Inspection Cost for a Canyon factory technician to travel to Akutan and inspect the turbine is estimated at $11,000. An allowance for repairs (bearings and packing, etc.) of $5,000 is recommended. AEA10-015 Grant Application Page 67 of 84 10/7/2009 Figure 2—Town Creek Site Plan Figure 3 – Penstock Route and Powerhouse Location Main Impoundment Dam Diversion Dam 1 Diversion Dam 2 Diversion Dam 3 AEA10-015 Grant Application Page 68 of 84 10/7/2009 Figure 4—Main Impoundment Dam Penstock Powerhous e AEA10-015 Grant Application Page 69 of 84 10/7/2009 Figure 5 – Powerhouse AEA10-015 Grant Application Page 70 of 84 10/7/2009 AEA10-015 Grant Application Page 71 of 84 10/7/2009 Photographs Diversion Dam #1 AEA10-015 Grant Application Page 72 of 84 10/7/2009 Main Impoundment Dam AEA10-015 Grant Application Page 73 of 84 10/7/2009 Main Dam Spillway AEA10-015 Grant Application Page 74 of 84 10/7/2009 Main Dam (from downstream) AEA10-015 Grant Application Page 75 of 84 10/7/2009 Diversion Dam #2 AEA10-015 Grant Application Page 76 of 84 10/7/2009 Diversion Dam #3 AEA10-015 Grant Application Page 77 of 84 10/7/2009 Powerhouse AEA10-015 Grant Application Page 78 of 84 10/7/2009 Turbine Hydraulics and Load Bank AEA10-015 Grant Application Page 79 of 84 10/7/2009 Turbine Control Panel AEA10-015 Grant Application Page 80 of 84 10/7/2009 Turbine Load Bank Controls AEA10-015 Grant Application Page 81 of 84 10/7/2009 Turbine Runner