HomeMy WebLinkAboutOuzinkie REF Round 9 Application RFA#16012
Hydro Alaska Energy Authority – AEA 16012
Renewable Energy Grant Application
H
CITY OF OUZINKIE
City of Ouzinkie
ALASKA ENERGY AUTHORITY – AEA 16012 RENEWABLE ENERGY
GRANT APPLICATION
APPLICATION CONTENTS
AEA STANDARD PROJECT APPLICATION – SECTION 1 THROUGH 12
AUTHORIZED SIGNERS – SECTION 13
ADDITIONAL DOCUMENTATION AND CERTIFICATION – SECTION 14
RESUMES
LETTERS OF SUPPORT
GOVERNING BODY RESOLUTION
APPENDIX
2014 OUZINKIE HYDROELECTRIC IMPROVEMENTS FEASIBILITY STUDY
2015 OUZINKIE HYDROELECTRIC TURBINE COST ESTIMATE
OUZINKIE 2014 PCE REPORT
LIST OF AEA GRANTS THAT ANTHC HAS MANAGED (2009-2014)
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Application Forms and Instructions
This instruction page and the following grant application constitutes the Grant Application Form for
Round IX of the Renewable Energy Fund. A separate application form is available for projects with
a primary purpose of producing heat (see RFA section 1.5). This is the standard form for all other
projects, including projects that will produce heat and electricity. An electronic version of the
Request for Applications (RFA) and both application forms is available online at:
http://www.akenergyauthority.org/Programs/Renewable-Energy-Fund/Rounds#round9.
If you need technical assistance filling out this application, please contact Shawn Calfa, the
Alaska Energy Authority Grants Administrator at (907) 771-3031 or at scalfa@aidea.org.
If you are applying for grants for more than one project, provide separate application forms
for each project.
Multiple phases (e.g. final design, construction) for the same project may be submitted as
one application.
If you are applying for grant funding for more than one phase of a project, provide
milestones and grant budget for each phase of the project.
In order to ensure that grants provide sufficient benefit to the public, AEA may limit
recommendations for grants to preliminary development phases in accordance with 3 ACC
107.605(1).
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 completed and funding for an advanced phase is warranted. Supporting
documentation may include, but is not limited to, reports, conceptual or final designs,
models, photos, maps, proof of site control, utility agreements, power sale agreements,
relevant data sets, and other materials. Please provide a list of supporting documents in
Section 11 of this application and attach the documents to your application.
If you have additional information or reports you would like the Authority to consider in
reviewing your application, either provide an electronic version of the document with your
submission or reference a web link where it can be downloaded or reviewed. Please
provide a list of additional information; including any web links, in section 12 of this
application and attach the documents to your application. For guidance on application best
practices please refer to the resource specific Best Practices Checklists; links to the
checklists can be found in the appendices list at the end of the accompanying REF Round
IX RFA.
In the sections below, please enter responses in the spaces provided. You may add
additional rows or space to the form to provide sufficient space for the information, or attach
additional sheets if needed.
REMINDER:
Alaska Energy Authority is subject to the Public Records Act AS 40.25, and materials
submitted to the Authority may be subject to disclosure requirements under the act if no
statutory exemptions apply.
All applications received will be posted on the Authority web site after final
recommendations are made to the legislature.
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In accordance with 3 AAC 107.630 (b) Applicants may request trade secrets or proprietary
company data be kept confidential subject to review and approval by the Authority. If you
want information to be kept confidential the applicant must:
o Request the information be kept confidential.
o Clearly identify the information that is the trade secret or proprietary in their
application.
o Receive concurrence from the Authority that the information will be kept confidential.
If the Authority determines it is not confidential it will be treated as a public record in
accordance with AS 40.25 or returned to the applicant upon request.
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SECTION 1 – APPLICANT INFORMATION
Please specify the legal grantee that will own, operate, and maintain the project upon completion.
Name (Name of utility, IPP, local government, or other government entity)
City of Ouzinkie
Type of Entity: Fiscal Year End:
Local Government Jun 30
Tax ID #: 92-0035750
Tax Status: ☐ For-profit ☐ Non-profit ☒ Government (check one)
Date of last financial statement audit: April 16, 2015 (State of Alaska DCRA)
Mailing Address: Physical Address:
PO Box 109 3rd and C Street Box 109
Ouzinkie, Alaska 99644 Ouzinkie, Alaska 99644
Telephone: Fax: Email:
(907) 680-2209 (907) 680-2223 cityofouzinkie@ouzinkie.org
1.1 Applicant Point of Contact / Grants Manager
Name: Gavin Dixon Title: Sr. Project Manager
Mailing Address:
Alaska Native Tribal Health Consortium
Division of Environmental Health & Engineering
Rural Energy Program
3900 Ambassador Drive, Suite 301
Anchorage, Alaska 99507
Telephone: Fax: Email:
(907) 729-3586 (907) 729-4090 gndixon@anthc.org
1.1.1 APPLICANT SIGNATORY AUTHORITY CONTACT INFORMATION
Name: Mr. Danny Clarion Title: Mayor
Mailing Address:
PO Box 109
Ouzinkie, Alaska 99644
Telephone: Fax: Email:
(907) 680-2209 (907) 680-2223 cityofouzinkie@ouzinkie.org
1.1.2 Applicant Alternate Points of Contact
Name Telephone: Fax: Email:
Sharnel Vale (907) 729-4065 (907) 729-3571 sdvale@anthc.org
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Sharon Anderson (907) 729-3480 (907) 729-3652 smanderson@anthc.org
1.2 Applicant Minimum Requirements
Please check as appropriate. If applicants do not meet the minimum requirements, the application
will be rejected.
1.2.1 Applicant Type
☐ 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
☒ A local government, or
☐ A governmental entity (which includes tribal councils and housing authorities)
1.2 APPLICANT MINIMUM REQUIREMENTS (continued)
Please check as appropriate.
☒ 1.2.2 Attached to this application is formal approval and endorsement for the project by the
applicant’s 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 by checking the box)
☒ 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
(Section 3 of the RFA). (Indicate by checking the box)
☒ 1.2.4 If awarded the grant, we can comply with all terms and conditions of the award as
identified in the Standard Grant Agreement template at
http://www.akenergyauthority.org/Programs/Renewable-Energy-Fund/Rounds#round9. (Any
exceptions should be clearly noted and submitted with the application.) (Indicate by
checking the box)
☒ 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. If no please describe the nature of the project and who will
be the primary beneficiaries. (Indicate yes by checking the box)
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SECTION 2 – PROJECT SUMMARY
2.1 Project Title
Provide a 4 to 7 word title for your project. Type in the space below.
Ouzinkie Hydroelectric Power Project
2.2 Project Location
2.2.1 Location of Project – Latitude and longitude (preferred), street address, or
community name.
Latitude and longitude coordinates may be obtained from Google Maps by finding you project’s
location on the map and then right clicking with the mouse and selecting “What is here? The
coordinates will be displayed in the Google search window above the map in a format as follows:
61.195676.-149.898663. If you would like assistance obtaining this information please contact
AEA at 907-771-3031.
57.925879,-152.502766
2.2.2 Community benefiting – Name(s) of the community or communities that will be the
beneficiaries of the project.
Ouzinkie, Alaska
2.3 Project Type
Please check as appropriate.
2.3.1 Renewable Resource Type
☐ Wind ☐ Biomass or Biofuels (excluding heat-only)
☒ Hydro, Including Run of River ☐ Hydrokinetic
☐ Geothermal, Excluding Heat Pumps ☐ Transmission of Renewable Energy
☐ Solar Photovoltaic ☐ Storage of Renewable
☐ Other (Describe) ☐ Small Natural Gas
2.3.2 Proposed Grant Funded Phase(s) for this Request (Check all that apply)
Pre-Construction Construction
☐ Reconnaissance ☒ Final Design and Permitting
☐ Feasibility and Conceptual Design ☒ Construction
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2.4 Project Description
Provide a brief one paragraph description of the proposed project.
Ouzinkie currently operates a makeshift hydroelectric operation that has served the village for many
years. However, the dam failed in the fall of 2013 even while a new project was being planned to
replace the dam. The proposed project in Ouzinkie will work to install new hydroelectric capacity in
conjunction with the recent new dam construction. A new Ossberger 150 KW hydroelectric turbine
will be installed to maximize electrical generation in the community. The turbine is to operate
efficiently at flow rates from 2 cfs to 10 cfs.
2.5 Scope of Work
Provide a scope of work detailing the tasks to be performed under this funding request. This
should include work paid for by grant funds and matching funds or performed as in-kind match.
Under this funding request, a new Ossberger 150 KW hydroelectric turbine and generator module
will be purchased, shipped, and installed in Ouzinkie.
ANTHC will perform Project Management and utilize either internal resources or identify an
appropriate contractor for shipping and receiving, engineering, installation and other tasks
associated with the project. It is anticipated a very minimal design effort will be required to install
the new turbine.
SECTION 3 – Project Management, Development, and Operation
3.1 Schedule and Milestones
Criteria: Stage 2-1.A: The proposed schedule is clear, realistic, and described in adequate detail.
Please fill out the schedule below (or attach a similar sheet) for the work covered by this funding
request. Be sure to identify key tasks and decision points in in your project along with estimated
start and end dates for each of the milestones and tasks. Please clearly identify the beginning and
ending of all phases of your proposed project. Add additional rows as needed.
Milestones Tasks Start Date End Date Deliverables
1.) Project Planning
Conduct Kickoff Meeting 11/1/2016 11/1/2016
65% design w/cost estimate 11/1/2016 2/1/2017
Final Design documents 2/1/2017 5/1/2017
2.) Construction
Pre-construction meeting 5/1/2017 5/1/2017
Construction 7/1/2017 10/1/2017
Commissioning 10/1/2017 11/1/2017
Final Inspection and follow-up 11/1/2017 12/1/2017
3.) Project Closeout
Project closeout 12/1/2017 1/31/2018
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4.) Project Management and Match Activities
Project management throughout
(ANTHC in-kind)
11/1/2015 1/31/2018
3.2 Budget
Criteria: Stage 2-1.B: The cost estimates for project development, operation, maintenance, fuel,
and other project items meet industry standards or are otherwise justified.
3.2.1 Budget Overview
Describe your financial commitment to the project. List the amount of funds needed for project
completion and the anticipated nature and sources of funds. Consider all project phases, including
future phases not covered in this funding request.
The requested grant funding is $397,427. The total anticipated project cost is $401,441, including
ANTHC’s $4,014 in-kind contribution for project and program management services. $14,480 is
needed for design; $382,947 is needed for construction. Please see the detailed cost estimate
attached.
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3.2.2 Budget Forms
Applications MUST include a separate worksheet for each project phase that was identified in
section 2.3.2 of this application, (I. Reconnaissance, II. Feasibility and Conceptual Design, III. Final
Design and Permitting, and IV. Construction. Please use the tables provided below to detail your
proposed project’s total budget. Be sure to use one table for each phase of your project. The
milestones and tasks should match those listed in 3.1 above.
If you have any question regarding how to prepare these tables or if you need assistance preparing
the application please feel free to contact AEA at 907-771-3031 or by emailing the Grants
Administrator, Shawn Calfa, at scalfa@aidea.org.
DESIGN PHASE
Milestone or Task
Anticipated
Completion
Date
RE- Fund
Grant
Funds
Grantee
Matching
Source of
Matching Funds:
Cash/In-
kind/Federal
Grants/Other
State
Grants/Other
TOTALS
(List milestones based on
phase and type of project. See
Milestone list below. )
Conduct Kickoff Meeting $2,000 $2,000
Final Design documents $12,480 $145 $12,625
TOTALS $14,480 $145 $14,625
Budget Categories:
Direct Labor & Benefits $0
Travel & Per Diem $0
Equipment
Materials & Supplies
Contractual Services *$14,480 $145 $14,625
Construction Services
Other
TOTALS $14,480 $145 $14,625
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CONSTRUCTION PHASE
Milestone or Task
Anticipated
Completion
Date
RE- Fund
Grant
Funds
Grantee
Matching
Source of
Matching Funds:
Cash/In-
kind/Federal
Grants/Other
State
Grants/Other
TOTALS
(List milestones based on
phase and type of project. See
Milestone list below. )
Project Management Throughout $3,869
In-kind ANTHC
project/program
management
$3,869
Pre-construction meeting $5,000 $5,000
Construction $348,417 $348,417
Final Inspection and follow-up $24,500 $24,500
Project Closeout $5,030 $5,030
$382,947 $3,869 $386,816
Budget Categories:
Direct Labor & Benefits
Travel & Per Diem $0
Equipment
Materials & Supplies $0
Contractual Services *$382,947 $3,869 $386,816
Construction Services
Other
TOTALS $382,947 $3,869 $386,816
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3.2.3 Cost Justification
Indicate the source(s) of the cost estimates used for the project budget.
The cost estimates presented in the table below represent the anticipated costs of the proposed
system, taking into account recent design and construction costs of similar projects. Large financial
risks are associated with construction work in rural Alaska. Expenses for potential changes in site
conditions, unknown or unforeseen issues, and logistics have been incorporated into these costs.
ANTHC’s match may actually work out to be much higher than shown, as this work may be
performed at ANTHC’s billing rate and may exceed the hours anticipated.
Any excess time/value of the project management in-kind match does not replace other financial
cost elements of this project. The anticipated dates of completion are assumed based on the
likelihood of funding, other ongoing work in the city, and other work going on around the state.
3.2.4 Funding Sources
Indicate the funding sources for the phase(s) of the project applied for in this funding request.
Grant funds requested in this application $ 397,427
Cash match to be provided $ 0
In-kind match to be provided $ 4,014
Total costs for project phase(s) covered in application (sum of above) $ 401,441
3.2.5 Total Project Costs
Indicate the anticipated total cost by phase of the project (including all funding sources). Use
actual costs for completed phases.
Reconnaissance $0
Feasibility and Conceptual Design $0
Final Design and Permitting $ 14,625
Construction $ 386,816
Total Project Costs (sum of above) $ 401,441
3.2.6 Operating and Maintenance Costs
O&M costs can be estimated in two ways for the standard application. Most proposed RE projects
will fall under Option 1 because the new resource will not allow for diesel generation to be turned
off. Some projects may allow for diesel generation to be turned off for periods of time; these
projects should choose Option 2 for estimating O&M.
Options O&M Impact of proposed RE project
Option 1: Diesel generation ON
For projects that do not result in shutting down
diesel generation there is assumed to be no
impact on the base case O&M. Please indicate
the estimated annual O&M cost associated with
the proposed renewable project.
$0 The new turbine will likely require less
maintenance than the existing turbine, which
faces constant problems.
Option 2: Diesel generation OFF
For projects that will result in shutting down
diesel generation please estimate:
1. Annual non-fuel savings of shutting off
diesel generation
2. Estimated hours that diesel generation
1. $0
2. Hours diesel OFF/year:
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will be off per year.
3. Annual O&M costs associated with the
proposed renewable project.
3. $
3.3 Project Communications
Criteria: Stage 2-1.C: The applicant’s communications plan, including monitoring and reporting, is
described in adequate detail.
Describe how you plan to monitor the project and keep the Authority informed of the status.
Written project progress reports will be provided to the AEA project manager as required by the
grant. Meetings will be conducted by ANTHC, the City of Ouzinkie and AEA to discuss the status
of the project. Regular coordination meetings will be held between AEA and ANTHC regarding all
projects.
3.4 Operational Logistics
Criteria: Stage 2-1.D: Logistical, business, and financial arrangements for operating and
maintaining the project throughout its lifetime and selling energy from the completed project are
reasonable and described in adequate detail.
Describe the anticipated logistical, business, and financial arrangements for operating and
maintaining the project throughout its lifetime and selling energy from the completed project.
The new turbine will replace the existing turbine which has reached the end of its useful life. No
significant operational changes or additional maintenance needs are anticipated, only improved
generation efficiency. The electric utility will continue to operate in the same capacity that it does
today.
SECTION 4 – QUALIFICATIONS AND EXPERIENCE
4.1 Project Team
Criteria: Stage 2-2.A: The Applicant, partners, and/or contractors have sufficient knowledge and
experience to successfully complete and operate the project. If the applicant has not yet chosen a
contractor to complete the work, qualifications and experience points will be based on the
applicant’s capacity to successfully select contractors and manage complex contracts.
Criteria: Stage 2-2.B: The project team has staffing, time, and other resources to successfully
complete and operate the project.
Criteria: Stage 2-2.C: The project team is able to understand and address technical, economic, and
environmental barriers to successful project completion and operation.
Criteria: Stage 2-2.D: The project team has positive past grant experience.
4.1.1 Project Manager
Indicate who will be managing the project for the Grantee and include contact information, and a
resume. In the electronic submittal, please submit resumes as separate PDFs if the applicant
would like those excluded from the web posting of this application. 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.
Alaska Native Tribal Health Consortium (ANTHC) is a statewide non-profit health services
organization, formed by congress in 1997 to assume the roles and duties of the Indian Health
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Service (IHS) in Alaska. ANTHC is the largest tribal self-governance entity in the United States,
with over 1,900 employees and an annual operating budget in excess of $475M. Approximately
31% of this funding is from a compact agreement with IHS. Approximately 25% of the operating
revenue originates from other federal and state grants and contracts. ANTHC has a 16-year history
of clean audits, conducted by an independent accounting firm in accordance with the Single Audit
Act.
The Division of Environmental Health & Engineering, Rural Energy Program:
Program Manager Eric Hanssen, P.E., LEED AP has been with ANTHC since 2007. As part of
ANTHC’s Rural Energy Program, he oversees project development, design, and construction of
energy efficiency and renewable energy projects for remote communities across the entire state of
Alaska. During his time with ANTHC, Eric has also served as a Project Manager for rural water and
wastewater infrastructure projects, as well as a Health Facilities Engineer focused on hospital and
clinic construction and renovation projects. Prior to joining ANTHC, Eric served seven years as a
civil engineer and officer for the US Air Force in Alaska, Washington DC, Florida and Iraq. He
holds a BS in Environmental Engineering from the US Air Force Academy in Colorado and a
Master’s in Environmental Policy and Economics from the University of Maryland, College Park.
Eric will provide oversight to the project manager for this effort, who will be Gavin Dixon.
ANTHC Rural Energy Initiative Senior Project Manager Gavin Dixon
Gavin Dixon has been with ANTHC Rural Energy Initiative Senior Project Manager Gavin Dixon
has been with ANTHC since 2011. As part of ANTHC’s Rural Energy Initiative, he oversees
energy efficiency projects in over 90 communities. Additionally, Mr. Dixon has also managed a
variety of renewable energy projects at varying stages of development in rural Alaska. He holds a
B.S. in Project Management from California State University, Chico.
4.1.2 Expertise and Resources
Describe the project team including the applicant, partners, and contractors. Provide sufficient
detail for reviewers to evaluate:
• the extent to which the team has sufficient knowledge and experience to successfully
complete and operate the project;
• whether the project team has staffing, time, and other resources to successfully complete
and operate the project;
• how well the project team is able to understand and address technical, economic, and
environmental barriers to successful project completion and operation.
If contractors have not been selected to complete the work, provide reviewers with sufficient detail
to understand the applicant’s capacity to successfully select contractors and manage complex
contracts. Include brief resumes for known key personnel and contractors as an attachment to
your application. In the electronic submittal, please submit resumes as separate PDFs if the
applicant would like those excluded from the web posting of this application
ANTHC DEHE provides design and construction services for rural Alaskan communities
infrastructure projects and is able to employ either typical contract or force account construction
services to complete the project. DEHE has successfully partnered and worked with the City of
Ouzinkie on sanitation and health facilities design and construction projects. The ANTHC will
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administer and be responsible for executing the proposed installation project. ANTHC will enter
into a cooperative project agreement (CPA) with the City of Ouzinkie to implement the project.
The project manager will be supported in review of a contractors work, or design of the project by
John Warren, Director of Engineering at ANTHC, Chong Park, ANTHC Lead Mechanical
Engineer, and Dave Reed, ANTHC Lead Electrical Engineer. To the extent possible, local labor
will be used during construction. ANTHC will use its purchasing and contracting resources for
material procurement and delivery or the identification of a contractor. Resumes of potential
alternate resources and key personnel are attached to this application.
4.1.3 Project Accountant(s)
Indicate who will be performing the accounting of this project for the grantee and include a resume.
In the electronic submittal, please submit resumes as separate PDFs if the applicant would like
those excluded from the web posting of this application. If the applicant does not have a project
accountant indicate how you intend to solicit financial accounting support.
The City of Ouzinkie will use the accounting resources of ANTHC. ANTHC’s Division of
Environmental Health accounting department is led by the Construction Controller, Diane Chris.
The Construction Finance Department is comprised of 10 staff that handle all DEHE’s accounting
functions. A Senior Accountant has been designated to support any ANTHC Grant awards
including AEA financial reporting. Key Staff resumes are included in this application.
4.1.4 Financial Accounting System
Describe the controls that will be utilized to ensure that only costs that are reasonable, ordinary
and necessary will be allocated to this project. Also discuss the controls in place that will ensure
that no expenses for overhead, or any other unallowable costs will be requested for reimbursement
from the Renewable Energy Fund Grant Program.
The project finances will be kept in Spectrum construction job cost accounting software used by
ANTHC. The software accounts expenditures by phase code and cost types. Purchasing,
contracting, and accounting are the primary users of the system with the information always
available to the Project Team.
4.2 Local Workforce
Criteria: Stage 2-2.E: The project uses local labor and trains a local labor workforce.
Describe how the project will use local labor or train a local labor workforce.
ANTHC has extensive experience utilizing force account labor. For our rural construction projects
we work with community leaders to identify local labor resources to work on our projects. We
anticipate hiring local labor for the construction effort. ANTHC recognizes the value of using local
labor to yield enhanced local control and ownership of a project and is committed to providing
opportunities to the local workforce.
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SECTION 5 – TECHNICAL FEASIBILITY
5.1 Resource Availability
Criteria: Stage 2-3.A: The renewable energy resource is available on a sustainable basis, and
project permits and other authorizations can reasonably be obtained.
5.1.1 Proposed Energy Resource
Describe the potential extent/amount of the energy resource that is available, including average
resource availability on an annual basis. Describe 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.
For pre-construction applications, describe the resource to the extent known. For design and
permitting or construction projects, please provide feasibility documents, design documents, and
permitting documents (if applicable) as attachments to this application.
The appendices of the attached feasibility study detail the assessments of the resource. Various
penstock flow rates were examined with consideration to river flow levels. The power output and
operation time also vary with the supply flow rate from the penstock. Below is a high level
summary of this:
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplied to
Turbine, KW
Power output
KW
Days of
operation
3.3 1.96 228 64.4 50 286
3.8 2.24 227 73.3 57 250
5.0 2.96 226 96.7 77 189
5.7 3.35 224 108.5 87 167
7.6 4.47 222 143.4 119 125
8.6 5.03 218 158.4 133 111
5.1.2 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 describe potential barriers
No permits are anticipated with replacement of the existing turbine.
5.2 Project Site
Criteria: Stage 2-3.B: A site is available and suitable for the proposed energy system.
Describe the availability of the site and its suitability for the proposed energy system. 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 existing power house is on Ouzinkie Corporation land. The new turbine will reside in the
existing powerhouse.
5.3 Project Risk
Criteria: Stage 2-3.C: Project technical and environmental risks are reasonable.
5.3.1 Technical Risk
Describe potential technical risks and how you would address them.
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There are no anticipated significant technical risks associated with this project. Any risks that are
identified during the project will be addressed with technical expertise from the ANTHC design
team or their contractor.
5.3.2 Environmental Risk
Explain 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 describe other potential barriers
ANTHC will consider all potential environmental concerns associated with this project. ANTHC
has extensive experience using the comprehensive Indian Health Service (IHS) environmental
review procedures for conducting environmental analysis of all health and sanitation facilities
projects in all stages of development, as outlined in the IHS environmental review Manual issued in
January 2007.
5.4 Existing and Proposed Energy System
Criteria: Stage 2-3.D: The proposed energy system can reliably produce and deliver energy as
planned.
5.4.1 Basic Configuration of Existing Energy System
Describe the basic configuration of the existing energy system. Include information about the
number, size, age, efficiency, and type of generation.
Currently there are three diesel generators in operation in Ouzinkie: a 60 KW generator, a 100 kW
generator, and a 190 kW generator. The existing hydro turbine and generator module has a
maximum capacity of 125 kW and is past its useful life. .
The production of the various generators varies greatly by month. In general, the more hydro -
electric power that is produced, the less the larger generators are used.
The current hydroelectric production varies from producing 40,000 kWh per month at max capacity
to producing 0 kWh. In recent years hydro-electric capcity has been shut down as much as 30% of
the time. Future shutdowns for frequently required maintenance are expected to increase based on
the turbine/generator set that was installed in 1988 reaching the end of its useful life.
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Existing Energy Generation and Usage
a) Basic configuration (if system is part of the Railbelt1 grid, leave this section blank)
i. Number of generators/boilers/other 3 Diesel Generators
ii. Rated capacity of generators/boilers/other 60, 100, 190 kW
iii. Generator/boilers/other type
iv. Age of generators/boilers/other
v. Efficiency of generators/boilers/other
vi. Is there operational heat recovery? (Y/N) If yes
estimated annual displaced heating fuel (gallons)
b) Annual O&M cost (if system is part of the Railbelt grid, leave this section blank)
i. Annual O&M cost for labor $75,000
ii. Annual O&M cost for non-labor $270,000
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] 761,077 (2014 PCE Data)
ii. Fuel usage
Diesel [gal] 48,788 (2014 PCE Data)
Other
iii. Peak Load 175 KW
iv. Average Load 90 KW
v. Minimum Load 80 KW
vi. Efficiency
vii. Future trends Some growth expected See 5.4.2
d) Annual heating fuel usage (fill in as applicable)
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
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.
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5.4.2 Future Trends
Describe the anticipated energy demand in the community over the life of the project.
Ouzinkie energy demand has been slowly trending up for years. Total kWh consumption in 2014
was 761,077, while total kWh consumption in 2005 was 746,594. This represents a total increase of
14,483 or 2% over 10 years.
Ouzinkie is planning the development of a ferry terminal, fish processing facility, and commercial
greenhouse. These developments would require significant electrical generation.
5.4.3 Impact on Rates
Briefly explain what if any effect your project will have on electrical rates in the pr oposed benefit
area over the life of the project. For PCE eligible communities, please describe the expected
impact would be for both pre and post PCE.
Increasing the portion of the community’s electricity generated from hydro as opposed to diesel will
lower the cost of electricity in the community. This should save the need for PCE subsidies from
the State of Alaska as well as provide lower rates for non-PCE commercial users. With multiple
non-PCE eligible potential additional commercial consumers looking to move into the community,
the lower total rate could be significant for economic development in the community.
5.4.4 Proposed 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
Integration plan
Delivery methods
At maximum capacity the Ossberger turbine can produce 150 kW of power, occasionally
carrying 100% of the community of Ouzinkie’s electric load.
Anticipated capacity factor : 64%
Anticipated annual generation of this project is 475,750 KWH, a 358,111 increase in marginal
kWh increase over existing turbine based on 2014 PCE data.
Anticipated barriers: None.
Basic integration concept: Integration with the diesel plant as a hybrid operation. The
hydroelectric is to make up the base electrical production with the diesel generators providing
peak demands.
Delivery methods: Existing electrical distribution infrastructure.
Proposed System Design Capacity and Fuel Usage
(Include any projections for continued use of non-renewable fuels)
a) Proposed renewable capacity (Wind, 150 kW
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Hydro, Biomass, other)
[kW or MMBtu/hr]
b) Proposed annual electricity or heat production (fill in as applicable)
i. Electricity [kWh] 475,750 (An increase of 358,111 increase over existing
turbine)
ii. Heat [MMBtu]
c) Proposed annual fuel usage (fill in as applicable)
i. Propane [gal or MMBtu]
ii. Coal [tons or MMBtu]
iii. Wood or pellets [cords, green tons,
dry tons]
iv. Other
d) i. Estimate number of hours renewable
will allow powerhouse to turn diesel engines
off (fill in as applicable)
5.4.5 Metering Equipment
Please provide a short narrative, and cost estimate, identifying the metering equipment that will be
used to comply with the operations reporting requirement identified in Section 3.15 of the Request
for Applications.
It is proposed to specify and install electrical metering equipment that can be used to feed AEA’s
remote monitoring system. Installation of this equipment would greatly simplify the reporting
requirements, of at least the operational and performance data. Specific equipment selection and
specification will be in cooperation with AEA to insure reporting needs are met.
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SECTION 6 – ECONOMIC FEASIBILITY AND BENEFITS
6.1 Economic Feasibility
Criteria: Stage 2-4.A: The project is shown to be economically feasible (net positive savings in fuel,
operation and maintenance, and capital costs over the life of the proposed project).
6.1.1 Economic Benefit
Explain the economic 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:
Anticipated annual and lifetime fuel displacement (gallons and dollars)
Anticipated annual and lifetime revenue (based on i.e. a Proposed Power Purchase Agreement
price, RCA tariff, or cost based rate)
Additional incentives (i.e. tax credits)
Additional revenue streams (i.e. green tag sales or other renewable energy subsidies or
programs that might be available)
The economic model used by AEA is available at
http://www.akenergyauthority.org/Programs/Renewable-Energy-Fund/Rounds#round9. This
economic model may be used by applicants but is not required. The final benefit/cost ratio used
will be derived from the AEA model to ensure a level playing field for all applicants. If used, please
submit the model with the application.
The annual projected diesel fuel to be displaced is estimated at a total of 475,750 kWh, or 36,068
gallons of fuel, given 13.19 kWh/gal diesel fuel efficiency based upon 2014 PCE Data.
The improvement over existing hydro production (identified in the 2014 PCE data as 117,639 kWh)
would be 358,111 kWh, or 27,151 gallons of fuel at the 13.19 kWh/gal diesel fuel efficiency
measured for 2014 PCE. At the current rate paid for fuel of $2.85, this amounts to an annual savings
of $77,380.
This will lower the electricity cost, provide a sustainable power source, reduce run time of diesel
generators, and reduce emissions normally created from power production. Additionally, there is
potential that the benefit may improve in the future as the precipitation trends have been increasing
and the long term projections indicate that this trend will continue due to changes in the local
climate.
6.1.2 Power Purchase/Sale
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
Identify the potential power buyer(s)/customer(s) and anticipated power purchase/sales price
range. Indicate the proposed rate of return from the grant-funded project.
Rates will be adjusted as is required by the regulatory commission. This project will fit in with
existing electrical sales from the City of Ouzinkie Utility and will not be directed to a single user.
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6.1.3 Public Benefit for Projects with Private Sector Sales
For projects that include sales of power to private sector businesses (sawmills, cruise ships, mines,
etc.), please provide a brief description of the direct and indirect public benefits derived from the
project as well as the private sector benefits and complete the table below. See section 1.6 in the
Request for Applications for more information.
The proposed project will benefit the community by reducing fuel expenses at the power utility by
$77,380 per year, through avoided diesel generator use. The project is anticipated to supply the
community with 475,750 KWH per year through hydroelectric production. This in turn reduces run
time on the diesel generators, extending the equipment’s lifespan, and reduces C02 emissions in the
community from diesel generation.
This project could potentially encourage development of a planned ferry terminal, commercial
greenhouse, and fish processing for the community. Lower prices to these potential users oculd
generate local jobs, increase quality of life through ease of transportation, and provide local healthy
food to the residents of Ouzinkie.
Renewable energy resource availability (kWh per month) 39,646 kWh
Estimated sales (kWh)
Revenue for displacing diesel generation - use at private sector businesses ($)
Estimated sales (kWh) 39,646 kWh/ mo
Revenue for displacing diesel generation for use by the Alaskan public ($)
6.2 Financing Plan
Criteria: Stage 2-4.B: The project has an adequate financing plan for completion of the grant-
funded phase and has considered options for financing subsequent phases of the project.
6.2.1 Additional Funds
Identify the source and amount of all additional funds needed to complete the work in the phase(s)
for which REF funding is being applied in this application. Indicate whether these funds are
secured or pending future approvals. Describe the impact, if any, that the timing of additional
funds would have on the ability to proceed with the grant.
6.2.2 Financing opportunities/limitations
If the proposed project includes final design or construction phases, what are your opportunities
and/or limitations to fund this project with a loan, bonds, or other financing options?
The community is not interested in applying for financing for this project at this time.
6.2.3 Cost Overruns
Describe the plan to cover potential cost increases or shortfalls in funding.
ANTHC will make every effort to keep the project within the budget. In previous instances where
there were project overruns, ANTHC has successfully tapped into other funding opportunities to
make up the budget deficits. This would be the approach for this project as well.
6.2.4 Subsequent Phases
If subsequent phases are required beyond the phases being applied for in this application,
describe the anticipated sources of funding and the likelihood of receipt of those funds.
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As mentioned in the attached feasibility study, the existing penstock in Ouzinkie has reached the
end of its useful life. ANTHC and the City of Ouzinkie will seek funding through alternative
sources to replace the existing functioning penstock.
6.3 Other Public Benefit
Criteria: Stage 3-4.C: Other benefits to the Alaska public are demonstrated. Avoided costs alone
will not be presumed to be in the best interest of the public.
Describe the non-economic public benefits to Alaskans over the lifetime of the project. For the
purpose of evaluating this criterion, public benefits are those benefits that would be considered
unique to a given project and not generic to any renewable resource. For example, decreased
greenhouse gas emission, stable pricing of fuel source, won’t be considered under this category.
Some examples of other public benefits include:
The project will result in developing infrastructure (roads, trails, pipes, power lines, etc.) that
can be used for other purposes
The project will result in a direct long-term increase in jobs (operating, supplying fuel, etc.)
The project will solve other problems for the community (waste disposal, food security, etc.)
The project will generate useful information that could be used by the public in other parts of
the state
The project will promote or sustain long-term commercial economic development for the
community
As Ouzinkie seeks to improve its economic situation, a more stable, lower cost price of electricity
would dramatically improve the community’s chances of local economic development from fish
processing, a ferry terminal, and a commercial greenhouse. Development of these local
opportunities could dramatically increase the amount of local jobs.
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SECTION 7 – SUSTAINABILITY
Describe your plan for operating the completed project so that it will be sustainable throughout its
economic life.
Include at a minimum:
Capability of the Applicant to demonstrate the capacity, both administratively and financially, to
provide for the long-term operation and maintenance of the proposed project
Is the Applicant current on all loans and required reporting to state and federal agencies?
Likelihood of the resource being available over the life of the project
Likelihood of a sufficient market for energy produced over the life of the project
City employees will conduct periodic maintenance such as cleaning intake screens, monitoring
water levels and production numbers, troubleshooting reported problems etc. Specialized
contractors will be engaged when specialty work is required on the actual turbine. Project
constructed infrastructure maintenance will be financed out of electrical rate collections from
existing and future customers in Ouzinkie. Rates should eventually decrease from the increased
hydroelectric production.
Integration of existing diesel generation will need to be appropriately controlled to ensure proper
switch gear operation and to minimize power distribution disruptions.
SECTION 8 – PROJECT READINESS
Describe what you have done to prepare for this award and how quickly you intend to proceed with
work once your grant is approved.
Specifically address your progress towards or readiness to begin, at a minimum, the following:
The phase(s) that must be completed prior to beginning the phase(s) proposed in this
application
The phase(s) proposed in this application
Obtaining all necessary permits
Securing land access and use for the project
Procuring all necessary equipment and materials
If this project is funded, final design efforts are planned for the winter of 2016. Shortly thereafter
materials will be ordered and shipped to the community so that construction can commence in the
summer of 2017.
The new dam at Mahoona Lake in Ouzinkie is complete as of September 2014, and was funded by
the Alaska Legislature. The new dam in Ouzinkie will increase the amount of water available for
storage in Mahoona Lake from the levels of the failed wooden dam.
A design for a new penstock that would further increase momentary flow availability and reliability
for the hydroelectric turbine and generator in Ouzinkie is completed to the 65% level as part of the
project to replace the dam at Mahoona Lake.
No permits are anticipated for this effort, and no new land access is required for this project.
Limited materials are anticipated to be needed, and a suitable turbine and generator are already
selected and price quoted for this project.
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SECTION 9 – LOCAL SUPPORT AND OPPOSITION
Describe local support and opposition, known or anticipated, for the project. Include letters,
resolutions, or other documentation of local support from the community that would benefit from
this project. The Documentation of support must be dated within one year of the RFA date of July
8, 2015.
The City of Ouzinkie is submitting the grant application. ANTHC has provided match for the
project as well as a letter of support. The Ouzinkie Native Corporation, Native Village of Ouzinkie,
The Kodiak Area Native Association and Kodiak Island Borough have all written letters of support
to this project. There is no known opposition to this project.
SECTION 10 – COMPLIANCE WITH OTHER AWARDS
Identify other grants that may have been previously awarded to the Applicant by the Authority for
this or any other project. Describe the degree you have been able to meet the requirements of
previous grants including project deadlines, reporting, and information requests.
ANTHC Grants Department, in operation since 1999, writes and complies with grants and
cooperative agreements to the funders’ requirements and has not had an audit finding since
inception. At any one time, ANTHC manages over 150 grants, ranging in the millions of dollars
to several thousands of dollars each. ANTHC’s grant portfolio includes grants from; federal,
state, and a variety of large to small nonprofit organizations and foundations.
The Grants Management department provides comprehensive grants administration and assistance,
coordinates grant reporting activities with a range of project managers, and ensures effective
financial management of grant programs. Coordinates regular grant activities; works with ANTHC
staff and funding agencies to ensure project goals and objectives are met, timely submittal of
progress reports, or closeout data; and coordinates effort with project managers, supervisors, and
accountants to manage grants according to granting agency regulations.
ANTHC maintains a robust operating budget for all four divisions. ANTHC operates dozens of
programs and projects. We receive funding from numerous well-recognized sources; this
demonstrates our capacity to manage this grant. Funders include the United States Environmental
Protection Agency, United States Department of Agriculture, Indian Health Service, Denali
Commission, Centers for Disease Control, Department of Energy, Department of Health & Human
Services, Department of Commerce, Fred Hutchinson Cancer Research Center, Mayo Clinic,
National Native American AIDS Prevention Center, Rasmuson Foundation, and Robert Wood
Johnson Foundations, State of Alaska, University of Washington, and others.
Alaska Energy Authority Grants managed by ANTHC are listed in the attachments.
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SECTION 11 – LIST OF SUPPORTING DOCUMENTATION FOR PRIOR PHASES
In the space below please provide a list additional documents attached to support completion of
prior phases.
Prior phases of this project include only the project feasibility study, performed by ANTHC. The
feasibility study is attached.
SECTION 12 – LIST OF ADDITIONAL DOCUMENTATION SUBMITTED FOR CONSIDERATION
In the space below please provide a list of additional information submitted for consideration.
See attached Appendix with list of supporting documentation
Renewable Energy Fund Round IX
Grant Application -Standard Form
II SECTION 13 -AUTHORIZED SIGNERS FORM
Community/Grantee Name:
Regular Election is held:n I vct,ber 6 I Date:20/5 �-f-(5
I Authorized Grant Signer(s):
Printed Name Title Term
IJ/ n Cttrnar1 fo'1 Oi.yo v ;J.Olb
Jow;1fey To,xn C1'r7 Cf e-v-k
�+l,�vi'vie Petw.i11"11',,v;o s�crc.f�? J;lcr.5 fAre,,r
Linda Gere C/erK A ,,._ .. t., t-
£;,., /G e.�
Printed Name Term
/Illa 2-0/6
I Grantee Contact Information:
Mailing Address: l,?O. Box /OCf Ot.1z.;vik ie/lfJ(
Phone Number: fo 7-t 8'0-22.0 '?
Fax Number: �o7- 0 �o-22 2.. >
?9tll<./
E-mail Address:I 1 I OU Z Ink,' e ,.,.,�)"or-(i) De.A z.11111(, e.. � 0 r'j
Federal Tax ID #:qzoo 3 5750
Please submit an updated form whenever there is a change to the above information.
AEA 16012 7/8/14
Renewable Energy Fund Round IX
Grant Application -Standard Form
SECTION 14-ADDITIONAL DOCUMENTATION AND CERTIFICATION
SUBMIT THE FOLLOWING DOCUMENTS WITH YOUR APPLICATION:
A.Contact information and resumes of Applicant's Project Manager, Project
Accountant(s), key staff, partners, consultants, and suppliers per application form
Section 3.1, 3.4 and 3.6.
Applicants are asked to provide resumes submitted with applications in separate electronic
documents if the individuals do not want their resumes posted to the project web site.
B.Letters or resolutions demonstrating local support per application form Section 9.
C.For projects involving heat: Most recent invoice demonstrating the cost of heating
fuel for the building(s) impacted by the project.
D.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.
E.An electronic version of the entire application on CD or other electronic media, per
RFA Section 1.7.
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 and
that they can indeed commit the entity to these obligations.
Print Name 0ctYJ C) ti Y')OV'\
__.,
Signature
��
Title /Vl 0.. y ,:,,
Date � -g-I 5
AEA 16012 7/8/14
City of Ouzinkie
LETTERS OF SUPPORT
City of Ouzinkie
GOVERNERING BODY
RESOLUTION
CITY OF OUZINKIE
RESOLUTION# 2015-11
Council Resolution for Alaska Energy Authority Funding
Renewable Energy Grant Program
Round Nine (9)
RESOLUTION# 2015-11
A Resolution requesting Funding from the Alaska Energy Authority, Alaska Renewable Energy
Fund. Round Eight and commitment by the City of Ouzinkie
WHEREAS: The City of Ouzinkie, hereinafter called the Council, is a governing body in the
community of Ouzinkie, Alaska, and
WHEREAS: The Alaska Energy Authority, hereinafter called AEA, may provide assistance
necessary to help address the energy needs of our community;
WHEREAS: The Council desires to seek and utilize renewable sources of energy in order to
lower costs for residents while making our community more economically viable and sustainable
into the future in order to guarantee our way of life for current and future generations;
WHEREAS: The Council authorizes the Alaska Native Tribal Health Consortium (ANTHC) to
work with the Council to develop, implement and manage the project for which we are seeking
funding from AEA; and
NOW THEREFORE BE IT RESOLVED; that the Council hereby requests that the AEA
appropriate Renewable Energy Funds, Round Nine to complete Hydro Upgrade and
BE IT FURTHER RESOLVED; that the Council grants authority to the individual signing this
resolution to commit the City of Ouzinkie to obligations under the grant and to act as a point of
contact; and
BE IT FURTHER RESOLVED; The City of Ouzinkie is in compliance with applicable federal,
state and local laws including existing credit and federal tax obligation; and
BE IT FURTHER RESOLVED; that ANTHC is hereby authorized through a Cooperative
Project Agreement to negotiate, execute, and administer any and all documents, contracts,
expenditures and agreements as required for the City of Ouzinkie and managing funds on behalf
of this entity, including any subsequent amendments to said agreements.
City of Ouzinkie
APPENDIX
2014 OUZINKIE HYDROELECTRIC IMPROVEMENTS FEASIBILITY STUDY
2015 OUZINKIE HYDROELECTRIC TURBINE COST ESTIMATE
OUZINKIE 2014 PCE REPORT
LIST OF AEA GRANTS THAT ANTHC HAS MANAGED (2009-2014)
1
TABLE OF CONTENTS
BACKGROUND ........................................................................................................................................ 2
EXISTING ELECTRICAL SYSTEM ........................................................................................................ 3
SYSTEM DEFICIENCIES ......................................................................................................................... 4
ANALYSIS OF ALTERNATIVES ............................................................................................................ 5
CONCLUSIONS......................................................................................................................................... 7
APPENDICIES:
Appendix A – Electrical System Data
Appendix B – Hydro-Electric Data
Appendix C – Cost Estimates
Appendix D – Conceptual Design
2
BACKGROUND
The decommissioned existing hydro-electric system in Ouzinkie was constructed in 1986 by a
private contractor to sell low cost electricity to the community. The dam was a composite wood,
steel, concrete and rock fill structure that was used to increase the water storage capacity of
Mahoona Lake and to divert water to the 125kW hydro-electric turbine. The penstock was
constructed using thin walled plastic sewer pipe and the turbine was housed in a shipping
container to reduce construction costs. The system has served the community well for almost 30
years until the dam failure in the fall of 2013. The turbine consumed about seven (7) cubic feet
per second (cfs) of water when operating at full capacity and requires approximately five (5)
acre-feet of water to produce about 1000 kW of electrical power. Ownership of the dam,
penstock and hydro-electric turbine was transferred to the City of Ouzinkie (City) in 1993.
On June 10, 2011 the State of Alaska, Department of Natural Resources, Dam Safety and
Construction Unit conducted a field inspection of the Mahoona Dam. The field inspection report
for the site visit noted concerns about the structural integrity of the wooden supports and
degradation of the dam face.
Prior to June 2011, a private engineering contractor had been retained by the City to conduct
periodic safety inspections of the Mahoona Lake dam. On September 15, 2011, the engineering
contractor inspected the Mahoona Lake dam subsequent to a significant rainfall event that caused
some flooding in the community. The dam spillway had become clogged with debris and the
dam filled to a water level above the normal operating point. The event stressed the wooden
supports resulting in additional damage to the already compromised wooden structure. On
September 27, 2011 a letter was issued by the contactor to the City noting that “the structure has
been further evaluated and confirmed to be deteriorated to the point where operation at full
reservoir level is unwise”
In early 2012 ANTHC partnered with the City to complete the design of a new dam and to
pursue funding to replace the deteriorating dam. The design incorporated some of the structural
elements of the existing dam in order to reduce construction costs. Because of the seismic risk in
the area and the amount of water impounded by the dam, the new facility was designed
conservatively as a concrete faced rock fill (CFR) dam. ANTHC’s cost proposal for the new
CFR dam was approximately 60% lower than a competing cost proposal the City received from a
private contractor.
In early 2013 the city was successful in obtaining funding from the State of Alaska to build the
3
new dam. Construction was scheduled to begin in April 2014. In mid-March 2013 a breach
formed in the old dam. The breach was caused by a tree stump that had floated up to the dam and
punched a hole through the rotted wooden face. Because of the dam breach, the construction
scheduled was accelerated. Completion of the new dam is scheduled for September 2014.
EXISTING ELECTRICAL SYSTEM
The City’s total electrical consumption over a two year period is illustrated in Figure 1 in
Appendix A. Figure 1 indicates that electrical consumptions peaks in the middle of the winter,
and is lowest in the summer. The variation in demand is likely due to lower lighting and heating
demands in every sector of the community, as well as a large drop-off due to the reduced usage
of the school during the summer.
The City’s electrical consumption can be broken down in to three categories, residential,
commercial, and governmental. These are based on power cost equalization (PCE) definitions.
Residential is entirely homeowners, who are eligible for power cost subsidies up to 500 kWh per
month. Commercial users are businesses and some state and federally funded facilities which are
not eligible for PCE (including the school). Governmental facilities are primarily city owned
facilities, but also include the health clinic.
The largest consumer of electricity in the community is residential (see Figure 2, Appendix A).
Residential also has the lowest variation in consumption. Commercial is the second largest, but
has significantly more variation in consumption, primarily due to the school being significantly
lower in the summer. Governmental consumption fluctuates largely due to the electrical usage of
street and harbor lighting, but makes up the smallest portion of electrical consumption overall for
the community.
Over the course of the year, residential makes up 45% of electrical consumption, commercial
36%, and governmental 19% (See Figures 3, 4 and 5 in Appendix A). This however is
substantially different seasonally. (Summer defined as June, July August. Winter defined as the
rest of the year)
While electrical consumption rises across all sectors during the winter, the increase in
governmental and commercial facilities is far greater.
Sector Active Meters Average Monthly Consumption (kWh)
Residential 90 288.97
Commercial 23 907.18
Governmental 15 752.13
4
While residential makes up the primary electrical consumption base, the largest single users are
primarily governmental and commercial users.
Electrical Generation
The City’s electrical utility has in the past generated electricity from a mixture of diesel and
hydro-electric sources. The utility owns three diesel generators, a 60 KW generator, a 100 kW
generator, and a 190 kW generator. The decrepit existing hydro-electric generator has a
maximum capacity of 125 kW.
The production of the various generators varies greatly by month. In general, the more hydro-
electric power that is produced, the less the larger generators are used (see Figure 6, Appendix
A).
The old Hydro-electric production varied from producing 40,000 kWh at max capacity, to
producing 0 kWh. Hydro-electric production is the primary variable in determining how much
diesel generation capacity is used (see Figure 7, Appendix A). In recent years the hydro-
electricity has been shut down as much as 30% of the time, with future shut downs expected to
increase based on the turbine/generator set installed in 1988 reaching the end of its useful life
Hydro-electric power on average made up 28% of the electrical production with the old turbine
and generator in the community. Line losses average 9% and did not vary based on the primary
source of electrical generation (see Figure 8, Appendix A).
Hydro-electric Capacity
If Hydro-electric power could produce at its 40,000 kWh/month max regularly, it would meet
50% of the winter time load of the community, and 75% of the summer time load.
To be able to meet the communities current electrical demands 100% with hydro-electric power.
Hydro-electric production would have to be increased to 55,000 kWh/month in the summer and
72,000 kWh/month in the winter. However, the amount of water from the watershed is not
sufficient to support this all of the time.
Residential electrical consumption dips in the summer on the whole. This effect is mitigated by
the presence of some seasonal residents who are typically fairly large users. The decline in
consumption is unfortunately minimized due to the increase in residents (see Figure 9, Appendix
A).
SYSTEM DEFICIENCIES
The existing turbine is aging and requires constant maintenance to keep it operating. Even with
diligent maintenance, the City of Ouzinkie reports that the system was down for repairs or
5
waiting on parts on average 30% of the time each year. The existing turbine is also not properly
sized to take full advantage of the limited watershed that feeds Mahoonah Lake.
The existing turbine is oversized and operating inefficiently during the majority of the year when
flows from the watershed cannot support operating the turbine at full capacity. From the
precipitation vs. flow rate analysis (see Figure 2, Appendix B), it can be noted that operating the
turbine at full capacity can only occur for a limited number of days each year after a significant
storm event. The system can operate at full capacity on average only 5% of the year and at
approximately 40% of its capacity or less over more than 55% of the time each year (Alaska
Climate Summaries, 1973-2006).
The bottom line is that the hydro-electric turbine is oversized for the watershed and needs better
controls to take advantage of equalizing heavy precipitation events. Ideally all water entering the
lake would flow through the penstock and not over the dam spillway. A turbine system that is
capable of operating efficiently at both high and low flow rates will increase the amount of
power that can be produced from water flowing down the penstock. Preventing water loss over
the spillway by using a control system with a sound operating strategy, that considers the
hydraulics of the watershed, will maximize the amount of power that can be produced by the
system. Finally, a new system that is not plagued with breakdowns will ensure the turbine is
available to operate when the water resource is available. From the previous discussion on
hydro-electric capacity, it should be noted that a properly designed and operated hydro-electric
facility can substantially reduce the City’s reliance on diesel electric power.
Water is sourced from Mahoona lake to supply the hydro-electric turbines using 5100’ of 18”
and 21” diameter PVC penstock. The penstock was constructed in the 1980’s using non-pressure
rated PVC sewer pipe meeting ASTM F679, ASTM F679 is only suitable for non-pressure
drainage of sewer and surface water. The pipe was poorly covered during construction and has
jacked and been pushed through time. Exposed pipe can be crushed by falling trees. Though the
transmission line has performed adequately, it is not rated for the pressurized water currenty
flowing through the pipeline and is at extremely high risk of failure.
A new penstock is essential and required to operate hydroelectric power in the community. This
transmission line is also the communities’ only source of water for their community water
system. Ensuring a stable supply of water to the community is critical for maintain access to
clean water for the community of Ouzinkie.
ANALYSIS OF ALTERNATIVES
In order to more effectively provide electrical power, the hydro-electric turbine should be a two-
celled 150 kW Ossberger turbine/generator set. The Ossberger turbine will generate a partial load
6
of its specified 150 kW by opening or closing the guide vane positions via the lake water level
controller. The current peak load is approximately 175 kW, which primarily occurs during the
winter. During the majority of the time, the Ossberger turbine will provide 75 kW of hydro-
electric supplementary power through either turbine. With this configuration, the efficiency of
the City’s power system can be optimized if a new 120 kW diesel generator is also installed.
However, the installation of a new diesel generator is not part of this project but should be
considered in the future.
Ouzinkie’s historic precipitation information is shown in Figure 1, Appendix B.
Due to the limited size of the watershed, the City cannot rely on hydro-electricity to provide
100% of the community’s electrical demands at a sustained level. However, it should be noted
that the amount of water passing through the hydro-electric turbine can occasionally be reduced
(see Figure 2, Appendix B). For example, when electrical demand is lower, the amount of water
passing through the turbine can be reduced resulting in water conservation and lower electrical
power production. The water flow rate through the turbine will be approximately 2.5-5 cfs. The
corresponding electricity generated from the aforementioned flow rate would be approximately
25,000-58,000 kWh (see Figure 3, Appendix B).
During higher precipitation, the hydro-electric power can run on full capacity at 150 kW without
utilizing a diesel generator.
During lower-than-average precipitation, the hydro-electric power needs to run on partial
capacity (approximately 75 kW) of the full capacity of 150 kW by utilizing either one of the
proposed turbine/generator sets in conjunction with a 120 kW diesel generator.
The turbine/generator analyses were performed as follows:
1. Ossberger Turbine (150KW): Install a new turbine/generator in the old hydro-electric
turbine/generator facility adjacent to the Ouzinkie power plant.
2. Quote from Hydropower Turbine Systems (HTS) Inc: $250,000 with existing switchgear
3. The technical data given by HTS indicates that the turbine’s peak mechanical efficiency
is approximately 81.4%. The estimated range of turbine efficiency for the new turbine is
an estimated 75% (lower flow rate) to 83% (higher flow rate).
4. Over the course of the year this turbine would generate 475,750 KWH of electricity.
Based on 2011 PCE data, Ouzinkie’s exsiting diesel generation has a KWH/gallon of fuel
efficiency of on average 13.155. 475,750 KWH would displace 36,151 gallons of fuel at
$4.74 per gallon for a total project benefit of $171,422.
A new penstock of 5,100 ft needs to be installed using 24” HDPE, SDR 15.5, butt fused
connections. This pipe is rated for water pressure application and has excellent freeze/thaw
characteristics. Proper installation practices should be followed to provide an adequate bury
7
depth below the frost line and for protection of the pipe. Other upgrades would include air relief
stations along the pipeline, a bypass line at the hydro plant, proper main line valves at the upper
and lower ends of the line, and adequate pressure relief in case of a line surge.
A construction cost estimate is attached for the construction costs of a new penstock. 65%
Design, including surveying for the new penstock has been completed with funding from the
State of Alaska for the Mahoona dam replacement. Completing design of the penstock would
require minimal effort.
CONCLUSIONS
Estimated construction costs include materials, equipment, freight, labor, design, construction
management, training and startup and testing. Cost was estimated based on recent project
experience.
All work at the hydro-electric turbine buildings, construction of the penstock, along with design
and construction management/administration for the complete project, is included in the Base
Project cost. Incremental costs for overhead and freight are estimated individually (refer to
attached cost estimates located in Appendix C).
The monthly electricity costs saved with the Ossberger turbine and penstock are illustrated in
Figure 4, Appendix B. The estimated annual community savings from generating hydro-electric
power in conjunction with existing diesel generation, is $171,422. . Based on the ratio of the
project cost to savings, the estimated simple payback is 14.5 years.
If this proposal is granted through the State of Alaska Renewable Energy Fund Grant Program in
the Round VIII, construction money for this project will be available in 2 years. With a 2 year
escalation rate of 3%, the respective estimated project cost in 2016 is $2,516,385.
APPENDIX A
ELECTRICAL SYSTEM DATA
APPENDIX B
HYDRO-ELECTRIC DATA
APPENDIX C
COST ESTIMATES
Ouzinkie Cost Estimate for Hydro-Electric ProjectQty Rate 134 126 117 115 127 126 85 108 35 35 35 Labor Civil 400 8 50.050,000$ Site Visit 6 1,100.00$ 6,600$ Mechanical 80 8 10.09,600$ Site Visit 2 1,100.00$ 2,200$ Electrical 240 8 30.028,800$ Site Visit 2 1,100.00$ 2,200$ DesignTotal hours 1151.3 300.0 1421.3 75.1 155.0 5.0 44.0 711.3 2736.0 10.0 20.0MobilizationEquipment Shipping 1 1 1.0 1 12,510$ Misc equip a1 10,000.00$ 20,000$ 20,000.00$ Camp set up 1 1 1.0 2 1 34,900$ -$ -$ Shop Set up 0.0-$ -$ -$ Takeoffs 1 1 1.0 56,700$ Support Mat1 10,000.00$ 10,000$ 10,000.00$ Training 0.01-$ -$ -$ Materials Receiving and Inventory 1 1 1.0 1 0.2 0.5 0.5 0.2 34,055$ -$ -$ Set up Materials Storage/Yard 1 1 1.0 1 2 0.2 45,250$ -$ -$ Expediting to Const Site 1 1 1.0 3 3 69,630$ -$ -$ Dam Safety ReviewDam Safety 1 20,000.00$ 20,000$ 20,000.00$ -$ -$ -$ Penstock ConstructionLine clearing / grubbing 5100 300 18.0 1 2 0.1 174,610$ Excavation 5100 500 10.8 1 1 0.1 1 247,574$ HD PE Pipe 5100 104.29$ 531,900$ 63,828$ 595,728.00$ Bedding materials 2500 300 8.3 1 1 0.1 1 339,625$ Bedding 2500 25.00$ 62,500$ 7,500$ 70,000.00$ Pipe Installation 5100 300 18.0 1 2 0.1 1 3106,650$ seeding 5100 5.29$ 27,000$ 3,240$ 30,240.00$ Backfill and seeding 5100 300 18.0 1 1 0.1 1 385,590$ Fittings 1 25,000.00$ 25,000$ 3,000$ 28,000.00$ Connection to New Dam 1 0.2 5.0 1 1 1 323,200$ Air Relief 5 5,000.00$ 25,000$ 3,000$ 28,000.00$ Connection to Hydro building 1 0.2 5.0 1 1 1 323,200$ Fuel/Parts 1 40,000.00$ 40,000$ 4,800$ 44,800.00$ Install Air Relief Valves 5 1 5.0 1 2 1 329,050$ Equipment 11 100,000.00$ 100,000$ 12,000$ 112,000.00$ -$ -$ -$ -$ -$ -$ Module 1 1 1.0 1 1 3 1 14,170$ Module 1 -$ -$ -$ Generator installation 1.0 1 2 2 15,910$ Generator 1 250,000.00$ 250,000$ 30,000$ 280,000.00$ Electrical Controls 1 1 1.0 1 15 1525,640$ Elect Contro1 50,000.00$ 50,000$ 6,000$ 56,000.00$ -$ -$ -$ -$ Literature and References 1 1 1.0 56,300$ Publishing 4 500.00$ 2,000$ 240$ 2,240.00$ Startup and Training 2 1 2.0 1 10 229,280$ -$ -$ -$ -$ -$ -$ -$ -$ Preliminary Clean Up 0.0-$ -$ -$ -$ Final Inspection Punch List 1 1 1.0 1 1 23,300$ -$ -$ -$ Final Clean Up 2 1 2.0 0.5 22,740$ -$ -$ -$ -$ -$ -$ -$ -$ Pack Up and Crate 1 1 1.0 5 5 2 1017,750$ Shipping - D1 50,000.00$ -$ -$ Shipping / Equipment 1 1 1.0 1 1 23,210$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Financial Close out/ Auditing 1 1 1.0 11,260$ Printing 1 500.00$ 500$ 500.00$ As builting 1 1 1.0 1 12,600$ Audit 1 15,000.00$ 15,000$ 15,000.00$ -$ -$ -$ Fixed estimate @ 120 /hr.Fixed estimate @ 120 /hr.Assumptions: No. Cost EaFinalStartup and CommissioningJob Clean Up/ Final Inspection*NoteEngineerTotal CostDe-MobeELEMENTElectricianGenerator Module DesignProduction Rate88,400$ *NoteLocalLabor Local OperatorDays(60hr. Week)Fixed estimate @ 120 /hr.MATERIALS5,400 foot Penstock, 150 kW Ossberger Turbine MechanicItemLABORTotalSuperOperatorMaterials+ FreightFreightPlumberLocal PlumberCrew Leadshipping
Ouzinkie Cost Estimate for Hydro-Electric Project564,704$ 1,178,900$ M+F total 1,312,508.00$ 664,104$ 1,877,212$ 1,976,612$ 2,516,385$ 174,000$ Total 2,516,385$ 14.5 yrsAll + contingency, 2 year Escalation @ 3% Estimated annual savings Labor + Materials + FreightTotal MatTotal LaborLabor + Mat + Frgt + Design- Construction team is mobilized and on site for adjacent project. - Trenching with associated project was not included, but availability of equipment, mechanics and operators was for purposes of mobilization and staging.- Civil site visit as part of adjacent project.Superintendant will split time with adjacent work.- Power plant is mostly configure and equiped.- System control can be accomplished w/o a panel.- Crew leader functions will be accomplished by Superentendant, or in lieu of Super.- De-mobilization not required due to adjacent project.With DesignSimple Payback
APPENDIX D
CONCEPTUAL DESIGN
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Ouzinkie
Summary of Engineering Report (John Warren).
Annual power consumption = 620,000 KWH
Power plant record: 4.2 acre-ft to 5.3 acre-ft to produce 1000 KW.
Water required = 620,000 x 5.0 acre-ft/ 1000 KW = 3100 acre-ft (annual)
Annual domestic water required = 70 ac-ft
Total Annual Water Required for Ouzinkie = 3170 ac-ft
Water required for annual hydropower at the current level.
Annual hydropower generation = 381,392 KWH (aveage of three years)
Average hydropower consumption = 43.5 Kw
Estimated water waste for waste pipe and spillway losses = 15%
Required water storage =5.0 ac-ft/1000KW x 381,392 KWH/yr x 1.15 = 2193 ac-ft
Coefficient of water available for productive use: C = 2193/3760 = 0.6
Current watershed = 148 ac-ft
Average annual rainfall: 61 in - 84 in
Water storage @ 61" = 2730 acre-ft
Water Storage @ 84" = 3760 acre-ft
Approximately 60% of water falling on the watershed is available at the end of the penstock for productive use.
(C_max = 0.85)
With C =0.6 net water used for productive use after deducting all losses such
as evaporation, ground seepage
Available water for productive use @ 61" = 2730 acre-ft x 0.6 = 1640 ac-ft
Available water for productive use@ 84" = 3760 acre-ft x 0.6 = 2260 ac-ft
Water shortfall = 1530 to 910 ac-ft (48% to 29% of the water demand)
% of diesel power generation over total electrical power demand = 38% (average of three years)
Analysis with Data provided in Ouzinkie Engineering Report by John Warren.
applied to cal power output
Eff increase = 0.05 respective increases for one new turbine (eff(e) +0.05) and two new (eff(e)+0.1)
Eff = 0.7 0.8 (Range of overall efficiency in operation)
Q_max = 9 cfs
watershed = 148 ac-ft (current water storage capacity)
watershed = 183 ac-ft (approximately 25% increase of water storage capacity by raising one foot above the existing spillway)
Net Head = 220 ft w/ New Dam (@ 9cfs)
230 ft w/ New Dam (@ 5cfs)
1 acre = 43560 ft^2
Penstock Dia =17.25 in
1 sq mile = 640 ac
Avg Annual Rainfall =61"
Annual water available = 2730 ac-ft (drainage basin of 0.84 square miles)
Currently, estimated water waste =15%(through waste pipe and spillway losses)
Annual water available = 3380 ac-ft (drainage basin of 1.04 square miles)
(previously estimated 0.84 sq. miles is
re-evaluated to be 1.04)
Estimated water waste in future =5%(through waste pipe and spillway losses)
Correction Factor =0.60 (reasonable range: 50-70%)
Fuel Costs =$4.74
W/ exsting turbine +Old Dam
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Days of
operation
3.5 2.16 228 67.6 50 224
4 2.46 227 77.0 57 196
5.3 3.27 226 101.5 77 148
6 3.70 224 113.9 87 130
8 4.93 222 150.6 119 98
9 5.55 218 166.3 133 87
W/ Osseburger turbine (150KW)
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Days of
operation
3.3 1.96 228 64.4 50 286
3.8 2.24 227 73.3 57 250
5.0 2.96 226 96.7 77 189
5.7 3.35 224 108.5 87 167
7.6 4.47 222 143.4 119 125
8.6 5.03 218 158.4 133 111
W/ two smaller turbines (60KW)+ New Dam
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Current
days of
operation
3.2 1.86 228 61.4 50 301
3.6 2.13 227 69.8 57 263
4.8 2.82 226 92.1 77 198
5.4 3.19 224 103.3 87 175
7.3 4.26 222 136.6 119 131
8.2 4.79 218 150.9 133 117
Monthly power requirements (KWh), 2010, Hydroelectric 1999
May June July August September October November December January February March April Total
64,000 63,000 63,000 62,000 73,000 71,000 75,000 81,000 81,000 85,000 70,000 75,000 863,000
With growth rate of 1.4%
Monthly power requirements (KWh), 2012, Hydroelectric 1999
May June July August September October November December January February March April Total
65,792 64,764 64,764 63,736 75,044 72,988 77,100 83,268 83,268 87,380 71,960 77,100 887,164
Monthly power requirements (KWh), 2011, PCE data
May June July August September October November December January February March April Total
56,577 50,591 47,794 51,734 59,259 59,104 62,228 68,768 70,064 68,991 62,547 70,945 728,602 Diesel
38,504 38,564 11,570 7,796 56,189 35,516 30,861 21,790 29,790 28,636 2,246 21,944 323,406 Hydro
Monthly fuel costs & efficiencies, 2011, PCE data
May June July August September October November December January February March April Avg/Total
11.46 15.07 14.34 12.14 13.60 10.99 10.87 13.31 15.26 13.22 11.33 16.27 13.16 Fuel Eff (Kwh/gal)
2,278 1,817 1,621 1,789 2,464 3,400 2,893 2,962 1,854 1,957 2,375 2,429 27,839 Costs (1)
2,984 2,381 2,118 2,334 3,239 4,476 3,800 3,901 2,431 2,562 3,112 3,199 36,538 Costs (2)
Current Available Electricity from Hydroelectric (KW )
May June July August September October November December January February March April Average
38.5 41.8 33.9 31.4 51.9 56.4 48.5 59.7 41.9 42.1 39.7 61.8 45.7 1981-2010
43.1 38.1 28.5 30.9 55.4 57.1 46.8 52.2 39.1 39.8 37.5 54.0 43.6 1971-2000
37.8 34.0 25.8 35.3 49.4 49.0 42.2 46.5 36.2 35.4 29.0 48.1 39.1 1961-1990
Future Available Electricity from Hydroelectric (KW ) w/ One 150 KW
May June July August September October November December January February March April Average
45.9 49.8 40.4 37.6 61.8 67.0 57.8 70.9 50.0 50.2 47.4 73.4 54.3 1981-2010
51.3 45.5 34.2 36.9 65.9 67.9 55.8 62.0 46.6 47.5 44.8 64.2 51.9 1971-2000
45.1 40.6 30.9 42.2 58.8 58.3 50.2 55.3 43.2 42.4 34.8 57.3 46.6 1961-1990
Current Available Electricity from Hydroelectric (KWh)
May June July August September October November December January February March April Total
28,611 30,103 25,191 23,370 37,397 41,998 34,950 44,431 31,210 28,290 29,558 44,525 399,633 1981-2010
32,064 27,455 21,217 22,977 39,913 42,514 33,732 38,811 29,109 26,738 27,914 38,884 381,329 1971-2000
28,113 24,482 19,174 26,278 35,560 36,464 30,354 34,586 26,921 23,805 21,607 34,645 341,989 1961-1990
Future Available Electricity from Hydroelectric (KWh) w/ one 150 KW
May June July August September October November December January February March April Total
34,119 35,878 30,094 27,951 44,467 49,882 41,585 52,748 37,179 33,750 35,235 52,863 475,750 1981-2010
38,184 32,761 25,418 27,490 47,430 50,490 40,151 46,129 34,706 31,923 33,299 46,218 454,198 1971-2000
33,534 29,261 23,015 31,373 42,304 43,364 36,174 41,154 32,131 28,469 25,877 41,226 407,882 1961-1990
Future Available Electricity from Hydroelectric (KW ) w/ two smaller turbines (60KW)
May June July August September October November December January February March April Average
30,041 31,608 26,450 24,538 39,267 44,097 36,697 46,652 32,771 29,705 31,036 46,751 34,968 1981-2010
33,667 28,828 22,278 24,126 41,908 44,640 35,418 40,752 30,565 28,075 29,310 40,828 33,366 1971-2000
29,519 25,706 20,133 27,591 37,338 38,287 31,872 36,315 28,268 24,995 22,688 36,377 29,924 1961-1990
Future Available Electricity from Hydroelectric (KWh) w/ two smaller turbines (60KW)
May June July August September October November December January February March April Total
35,825 37,672 31,599 29,349 46,691 52,376 43,664 55,385 39,038 35,437 36,996 55,506 499,538 1981-2010
40,093 34,399 26,689 28,864 49,801 53,014 42,158 48,435 36,441 33,519 34,964 48,529 476,908 1971-2000
35,210 30,724 24,165 32,942 44,419 45,533 37,982 43,211 33,738 29,893 27,171 43,287 428,276 1961-1990
Ouzinkie
Summary of Engineering Report (John Warren).
Annual power consumption = 620,000 KWH
Power plant record: 4.2 acre-ft to 5.3 acre-ft to produce 1000 KW.
Water required = 620,000 x 5.0 acre-ft/ 1000 KW = 3100 acre-ft (annual)
Annual domestic water required = 70 ac-ft
Total Annual Water Required for Ouzinkie = 3170 ac-ft
Water required for annual hydropower at the current level.
Annual hydropower generation = 381,392 KWH (aveage of three years)
Average hydropower consumption = 43.5 Kw
Estimated water waste for waste pipe and spillway losses = 15%
Required water storage =5.0 ac-ft/1000KW x 381,392 KWH/yr x 1.15 = 2193 ac-ft
Coefficient of water available for productive use: C = 2193/3760 = 0.6
Current watershed = 148 ac-ft
Average annual rainfall: 61 in - 84 in
Water storage @ 61" = 2730 acre-ft
Water Storage @ 84" = 3760 acre-ft
Approximately 60% of water falling on the watershed is available at the end of the penstock for productive use.
(C_max = 0.85)
With C =0.6 net water used for productive use after deducting all losses such
as evaporation, ground seepage
Available water for productive use @ 61" = 2730 acre-ft x 0.6 = 1640 ac-ft
Available water for productive use@ 84" = 3760 acre-ft x 0.6 = 2260 ac-ft
Water shortfall = 1530 to 910 ac-ft (48% to 29% of the water demand)
% of diesel power generation over total electrical power demand = 38% (average of three years)
Analysis with Data provided in Ouzinkie Engineering Report by John Warren.
applied to cal power output
Eff increase = 0.05 respective increases for one new turbine (eff(e) +0.05) and two new (eff(e)+0.1)
Eff = 0.7 0.8 (Range of overall efficiency in operation)
Q_max = 9 cfs
watershed = 148 ac-ft (current water storage capacity)
watershed = 183 ac-ft (approximately 25% increase of water storage capacity by raising one foot above the existing spillway)
Net Head = 220 ft w/ New Dam (@ 9cfs)
230 ft w/ New Dam (@ 5cfs)
1 acre = 43560 ft^2
Penstock Dia =17.25 in
1 sq mile = 640 ac
Avg Annual Rainfall =61"
Annual water available = 2730 ac-ft (drainage basin of 0.84 square miles)
Currently, estimated water waste =15%(through waste pipe and spillway losses)
Annual water available = 3380 ac-ft (drainage basin of 1.04 square miles)
(previously estimated 0.84 sq. miles is
re-evaluated to be 1.04)
Estimated water waste in future =5%(through waste pipe and spillway losses)
Correction Factor =0.60 (reasonable range: 50-70%)
Fuel Costs =$4.74
W/ exsting turbine +Old Dam
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Days of
operation
3.5 2.16 228 67.6 50 224
4 2.46 227 77.0 57 196
5.3 3.27 226 101.5 77 148
6 3.70 224 113.9 87 130
8 4.93 222 150.6 119 98
9 5.55 218 166.3 133 87
W/ Osseburger turbine (150KW)
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Days of
operation
3.3 1.96 228 64.4 50 286
3.8 2.24 227 73.3 57 250
5.0 2.96 226 96.7 77 189
5.7 3.35 224 108.5 87 167
7.6 4.47 222 143.4 119 125
8.6 5.03 218 158.4 133 111
W/ two smaller turbines (60KW)+ New Dam
Q_Penstock
cfs
V_penstock
fps H_net (ft)
P_supplie
d to
Turbine,
KW
Power
output
KW
Current
days of
operation
3.2 1.86 228 61.4 50 301
3.6 2.13 227 69.8 57 263
4.8 2.82 226 92.1 77 198
5.4 3.19 224 103.3 87 175
7.3 4.26 222 136.6 119 131
8.2 4.79 218 150.9 133 117
Cost Estimate for Hydro-Electric ProjectQty Rate 125 126 117 115 127 125 85 108 48 58 88 Civil8 0.0-$ Site Visit 1,100$ -$ Mechanical40 8 5.05,040$ Site Visit 2 1,100$ 2,200$ Electrical40 8 5.05,040$ Site Visit 2 1,100$ 2,200$ DesignTotal hours 100.0 130.0 10.0 2.0 35.0 35.0 14.0 0.0 170.0 20.0 20.0MobilizationEquipment Shipping 0.0-$ -$ -$ Camp set up 1 1 1.0 11,250$ -$ -$ Shop Set up 0.0-$ -$ -$ Takeoffs 1 1 1.0 11,250$ -$ -$ Training 1 1 1.0 1480$ -$ -$ Materials Receiving and Inventory 1 1 1.0 0.5 0.2 0.5 0.5 0.22,285$ -$ -$ Set up Materials Storage/Yard 1 1 1.0 0.5 1 0.2 22,925$ -$ -$ Expediting to Const Site 0.0-$ -$ -$ -$ -$ -$ -$ -$ Module 1 1 1.0 1 1 1 2 1 16,190$ Module 1 -$ -$ Generator installation 1.0 1 2 1 1 1 2 1 19,560$ Generator 1 250,000$ 250,000$ 250,000.00$ -$ -$ Literature and References 2 1 2.0 12,520$ Publishing 4 500$ 2,000$ 100$ 2,100.00$ Training 2 1 2.0 1 2 29,460$ -$ -$ -$ -$ Travel 5 1,100$ 5,500$ 5,500.00$ Preliminary Clean Up 0.0-$ Safety 1 2,000$ 2,000$ 100$ 2,100.00$ Final Inspection Punch List 1 1 1.0 1 2 1 1 27,250$ -$ -$ Final Clean Up 2 1 2.0 0.5 23,170$ -$ -$ -$ -$ -$ Pack Up and Crate 0.0-$ -$ -$ Shipping 0.0-$ -$ -$ -$ -$ -$ -$ -$ Financial Close out/ Auditing 1 1 1.0 11,260$ -$ -$ As builting 1 1 1.0 1 23,770$ -$ -$ -$ -$ -$ 51,370$ 259,500$ M+F total 259,700.00$ 65,850$ 14,480$ 51,370$ 259,700$ 325,550$ 48,833$ Total MatTotal LaborAssumptions: - Power plant is mostly configured and equiped.- Crew leader functions will be accomplished by Superintendant, or in lieu of Super.With DesignNo. Cost EaFinalStartup and Operator Training.Job Clean Up/ Final InspectionFixed estimate @ 126 /hr.*NoteEngineerTotal CostDe-MobeELEMENTElectricianGenerator Module DesignProduction Rate14,480$ *NoteLocalLabor Local OperatorDays(60hr. Week)Fixed estimate @ 126 /hr.Fixed estimate @ 126 /hr.MATERIALS 150 kW Ossberger Turbine MechanicItemLABORTotalSuperOperatorMaterials+ FreightFreightConstruction LaborDesign and Design TravelPlumberLocal PlumberCrew LeadshippingMaterials and FreightSubtotal15% Contingency
Cost Estimate for Hydro-Electric Project4,014$ 378,397$ 23,044$ 401,441$ Estimated Annual Savings 77,380$ Simple Payback 4.9Two year Escalation @ 3% per yearProject ManagementAll + ContingencyTotal
2629e2.doc
HTS-INC
HYDROPOWER TURBINE SYSTEMS, INC.
1940 Flint Lock Court
Powhatan, VA 23139 USA
TEL: 804-360-7992
Sept 12, 2014 FAX: 866-552-9946
Email:patzig@hts-inc.com
E S T I M A T E
RE: P-2629/2 OSSBERGER Turbine/Generator Set for
OUZINKIE Hydro Electric Project in Alaska
Hydro electric equipment proposal for budgetary purposes, based on one OSSBERGER Turbine/Generator Set
with automatic turbine control feature (i.e water level controller) for asynchronous, grid connected operation, rated
for:
Static Head HG = 233 ft (to T runner)
Nethead HN = 210 ft (calculated)
Max. Flow Q = 10 cfs
Min. Flow Q = 2 cfs
Turbine Output PT = 150 kW
Nominal speed n = 900 rpm
Scope of Supply:
1 OSSBERGER Turbine G400 (double cell)
2 Base frame w/ integrated discharge tube
3 HPU (hydraulic Regulator)
4 Turbine Control Panel
5 Transition Piece and Weld Adapter
6 Service Valve ND500
8 Flexible Coupling
9 Induction Generator
142 kW , 900 rpm, 480V/3/60
10 Electric Switchgear (existing)
Price Estimate : US$ 250,000 Note:
Existing penstock 20” nom. dia x 5300’ long.
Material: HDPE
Net head calculation was based on a
Uniform internal diameter of 18.0”
Turbine equipped with two guide vanes
CIF Project site in Alaska
Shipping per INCOTERMS 2010
Packing and crating included
Freight, Insurance, Importation included
Delivery: approx. (8) months
HYDROPOWER TURBINE SYSTEMS, INC. (HTS-INC)
OuzinkiePCE
Utility:CITYOFOUZINKIE
Reporting Period:07/01/13..06/30/14
CommunityPopulation 178
LastReportedMonth June
No.ofMonthlyPaymentsMade 12
ResidentialCustomers 82
CommunityFacilityCustomers 11
OtherCustomers(NonPCE) 19
FiscalYearPCEPayments $99,236
PCEStatisticalData
PCEEligiblekWhResidential Customers 274,560 Aver ageAnnualPCEPaymentperEligible
Customer
$1,067
PCEEligiblekWhCommunityFacility
Customers
110,662 AveragePCEPaymentperEligiblekWh $0.26
TotalPCE EligiblekWh 385,222 LastReportedResidentialRateCharged
(basedon500kWh)
$0.49
AverageMonthlyPCEEligiblekWhper
ResidentialCustomer
279 LastReportedPCELevel(perkWh) $0.29
AverageMonthlyPCEEligiblekWhper
CommunityFacilityCustomer
838 EffectiveResidentialRate(perkWh) $0.20
AverageMonthlyPCEEligibleCommunity
FacilitykWhp erperson
52 PCEEligiblekWhvsTotalkWhSold 55.9%
AdditionalStatisticalDataReportedbyCommunity*
GeneratedandPurchased kWh GenerationCosts
DieselkWhGenerated 643,438 FuelUsed(Gallons) 48,788
NonDieselkWhGenerated 117,639 FuelCost $210,874
PurchasedkWh 0 AveragePriceofFuel $4.32
TotalPurchased&Generated 761,07 7 FuelCostperkWhsold $0.31
AnnualNonFuel Expenses $116,925
NonFuelExpenseperkWhsold $0.17
TotalExpenseperkWhsold $0.48
ConsumedandSoldkWh EfficiencyandLineLoss
ResidentialkWhSold 298,498 Consumed vsGenerated(kWhSoldvs
GeneratedPurchased)
90.5%
CommunityFacilitykWhSold 143,259 LineLoss(%) 3.3%
OtherkWhSold(NonPCE) 247,210 FuelE fficiency(kWhpergallonofdiesel)13.19
TotalkWhSold 688,967 PHConsumptionas%ofgeneration 6.2%
Powerhouse(PH)ConsumptionkWh 46,825
TotalkWhSold&PHConsumption 735,792
Comments
*Thedatacontainedinthisreportisprima rilybasedoninformationsubmittedbythe utilitywiththeirmon thlyPCEreports.Changesto
thereporteddataand/orsi gnificantanomalieshavebeen notedinthecomments.
Page128of181
Alaska Energy Authority
Alaska Native Tribal Health Consortium
Grant Management for Communities 2009 - 2014
Community AEA Grant # ANTHC Grant #
Ambler Heat Recovery 2195453 AN-09-Z06
Atmautluak Heat Recovery 7060935 AN-13-Z36
Huslia Biomass 7050821 AN-12-Z24
IRHA Biomass 7050820 AN-12-Z23
Kobuk Biomass 7050840 AN-12-Z22
Koyukuk VEEP 7520004 AN-14-Z47
Kwinhagak Heat Recovery 7060937 AN-13-Z33
Marshall Heat Recovery 7060940 AN-13-Z35
Noorvik Heat Recovery 7060941 AN-13-Z32
Russian Mission Heat Recovery 7050844 AN-12-Z23
Savoonga Heat Recovery 7060934 AN-13-Z34
Scammon Bay Hydro-electric 7060847 AN-12-Z21
Shishmaref Heat Recovery 7050856 AN-12-Z20
Sleetmute Heat Recovery 7060848 AN-12-Z18
Brevig Mission Heat Recovery 7071040 AN 14-Z42
Emmonak Heat Recovery 7071061 AN 14-Z41
Gambell Wind Energy Recovery 7050876 AN 13-Z26
St. Marys Heat Recovery 7071043 AN 14-Z43
Stebbins Heat Recovery 7060939 AN 13-Z31
Tuntutuliak Heat Recovery 7071085 AN 14-Z40
Venetie Heat Recovery 7071044 AN 14-Z39
AEA Round 9 - ANTHC