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HomeMy WebLinkAboutAppendices APPENDICES TABLE OF CONTENTS 1. Certificate of Public Convenience & Necessity 2. Corporate Resolution 3. Project Maps 4. Reconnaissance Report & Photos 5. Schedule 6. Resume’s 7. Letters of Support 8. Cost Worksheet 9. Grant Budget Form CERTIFICATE OF PUBLIC CONVENIENCE & NECESSITY CORPORATE RESOLUTION PROJECT MAPS RECONNAISSANCE REPORT & PHOTOS Schubee Lake Visit    July 28, 2009  Vernon Neitzer and Danny Gonce helicopter via Temsco  A‐Star (pilot Jessie) to Schubee Lake (aka Long  Lake) at 8 am with inflatable boat and motor.   The weather is clear, warm and sunny with light breeze  off from the glacier on the East side.  The best landing sites are opposite the glacier on the north beach  of the arm that extends to the east.  Helicopter altimeter read 3280 ft.  GPS recorded 3333 ft elevation.    Schubee Glacier has receded uncovering the east arm of the lake in the last 50 years.  There is maybe  800 feet of glacier that still borders the lake but has no depth.  The largest inlet stream appears from a  small cave under this ice.  Above the lake more  glacier lies on a rock  bench that extends to the west  and several more streams of water descend from this area.  The entire drainage basin is well defined  and cut off from the ice field to the east.  The boat was equipped with a depth sounder.  A GPS was used to track the lake perimeter at a depth of  10 to 15 feet.  The GPS calculated the enclosed area at 259 acres.  There is perhaps another 10 acres of  lake that is shallower than 10 feet.  The depth sounder was then used to search for the deepest part of  the lake.   This was found to be several hundred feet out from the near vertical wall on the south end of  the lake.  Deepest recorded depth was 340 feet.  Numerous waypoints and corresponding lake depths  were recorded.   Boat landing was made at the lake outlet.  The outlet area has a plowed up narrow berm of rocks that  rises 8 to 15 feet above the lake and extends 400 feet to the north of the outlet and 500 feet to the  south of the outlet.  A profile of the top of the terminal moraine at the outlet was taken using a sight  level and rod.  Measurements are attached. Water is leaking through the terminal moraine in numerous  places.  The area north of the outlet has the most leakage (<2 cfs).   The lake water was very turbid near the inlet area along the base of the glacier with visibility increasing  to about 10 feet in the outlet area.  Surface water temperature varied from 39 F to 45 F.  A temperature  profile was taken in front of the outlet where lake depth was about 140 feet.  The lake has “turned over”  with the warmest water on the surface.  See below.  The outlet stream discharge was gauged at  85 cfs using a Global velocity meter and tape measure.   Results are attached.  Vegetation on the lake shore indicates that the lake level was higher than normal  and was likely at peak runoff.  Downstream of the outlet there are a couple of large benches, the first about 50 feet below the lake and  the second 100 feet or more below the lake.  The outlet stream splits and is braided in these bench  areas but  recombines again further downstream.   The west side of the Lynn Canal is visible from the  outlet area.  Below the benches the terrain drops off rapidly and the stream forms what is locally known  as Long Falls.  Cell phone service was limited with the best signal at the outlet area.  Skagway VHF base station came in  clear but hand held radios lacked transmit power to get out.  Temsco 500 (pilot John) returns Vern to  Skagway Danny to Haines 6:30pm .  Photos are R/Engineering/Schubee Lake  Schubee Lake Outlet      28‐Jul‐09       Weather:  Clear sky light breeze from Glacier (south)   Vern Neitzer     Danny Gonce            Gage Outlet discharge             Sta Depth V (ft/sec) Q (cfs)    6.4 to 9 .3 avg 1.1 avg 0.33 South Side of rock  10.7 0.85 1.4 0.95 N edge of rock  12 0.55 2.1 1.155    13 1.4 1.6 2.24    14 1.2 3.6 4.32    15 1.5 3.7 5.55    16 1.5 3.8 5.7    17 1.35 4.1 5.535    18 1.5 4.2 6.3    19 2.2 3.4 7.48    20 2.3 3.2 7.36    21 1.8 4 7.2    22 1.5 4.3 6.45    23 1.4 4 5.6    24 1.1 4 4.4    25 1 3.7 3.7    26 0.9 3 2.7    27 0.9 3 2.7    28 1 2.8 2.8    29 0.6 2.8 1.68    30 0.6 2.1 0.63  Edge of rock on N  shore     84.78           Outlet area profile following crest of outlet area glacial berm to the  NORTH  Sta Rod Sighting Elevation Ref to Lake   0+0 5.5  Lake outlet N side   0+20 12.2 BS 6.7    0+45 9.2 BS 10.4    0+70 4.4 BS 9.3    0+95 4.2 BS 8    1+20 5.8 BS 8.3    1+45 9.4 BS 12.2    1+70 6.4 BS 13.1    1+95 6.9 BS 14.5    2+20 6 BS 15    2+45 3.7 BS 13.2    2+70 6.5 BS 14.2    2+95 2.4 BS 11.1    3+20 2.2 BS 7.8    3+45 6.1 BS 8.4    3+70 6.4 BS 9.3    3+95 10.6 BS 14.4    4+15 13.3 BS 22.2           Outlet area profile following crest of outlet area glacial berm to the  SOUTH  Sta Rod Sighting Elevation Ref to Lake   0+0 5.5  Lake outlet S side   0+15 12 BS 6.5    0+35 11.2 BS 12.2    0+60 9.9 BS 16.6    0+85 6.5 BS 17.6    1+10 3.6 BS 15.7    1+35 7.6 BS 17.8    1+60 3.9 BS 16.2    1+85 4 BS 14.7    2+10 4.7 BS 13.9    2+35 5.3 BS 13.7    2+60 7 BS 15.2    2+85 4.8 BS 14.5    3+10 2.9 BS 11.9    3+35 6.8 BS 13.2    3+60 8.3 BS 16    3+85 6 BS 16.5    4+10 6 BS 17    4+35 3.6 BS 15.1    4+60 2.6 BS 12.2    4+85 5.5 BS 12.2    5+10 7 BS 13.7    5+30 12.7 BS 20.9           Water temperature profile in front of outlet where depth was ~240'  Depth Temp F      5 42.3      15 41.5      25 40.6      35 40.6      45 40.4      55 40.4      65 40.5      75 40.5      85 40.6      95 40.7        SCHEDULE PHASE II: Feasibility Analysis FERC Preliminary Permit Application USFS Special Use Permit Application Stream Gage Installation Hydrology Studies Conceptual Design/Optimization Geotechnical Reconnaissance Draft Feasibility Report Environmental Scoping Final Feasibility Report PHASE III: Final Design and Permitting Field Studies Permits Application Preparation Permits Application Processing Final Design PHASE IV: Construction Q3 Q4 Q1 2010 2011 Q2 Q3 Q4 2013 Q3 Q4Q1 2014 2015 Q1 Q2Q2 SCHUBEE LAKE HYDROELECTRIC PROJECT DESIGN AND CONSTRUCTION SCHEDULE 2012 Q3 Q4 Q4 2016-17 Q1 Q2 Q3 Q4Q3Q1Q2Q1Q2 RESUME’S LETTERS OF SUPPORT HAINES BOROUGH RESOLUTION NO. 09-01-149 Adopted A resolution of the Haines Borough Assembly recognizing the need for a new, cost-effective, environmentally appropriate, reliable, and renewable source of electric power for citizens of the Haines Borough, and supporting the efforts of Alaska Power & Telephone, Inc. (AP&T) to develop a project to address this need. WHEREAS, the Haines Borough is committed to replacing fossil fuel-based energy production wherever and whenever possible with energy produced reliably, efficiently and at a reasonable cost from renewable sources, and WHEREAS, at a January 20, 2009 meeting, the Haines Borough Energy Sustainability Commission recommended that the Assembly support efforts by AP&T to secure funding to do additional design and data gathering for hydro electric sources including but not limited to Connelly Lake and Schubee Lake to help inform the public process prior to permitting, and WHEREAS, electricity has products as the energy transportation, and the potential resource used to for replace petroleum home heating and WHEREAS, current hydro-electric power production infrastructure is inadequate to provide for present demand for power, and therefore cannot meet potential increased demand for low cost electric power to support new or expanded uses such as heat, transportation, and industrial/commercial growth, and WHEREAS, the demand for electric power in the Upper Lynn Canal has periodically exhausted the installed capacity of the existing hydroelectric generating system during the fall, winter, and spring months, forcing the utility to generate power with diesel generation equipment, resulting in higher rates for customers, and WHEREAS, AP&T proposes to investigate, permit, design, and construct a hydroelectric facility in the most viable and appropriate site in Upper Lynn Canal area, to address the energy needs of the area, and WHEREAS, the Haines Borough Assembly acknowledges there are risks to any ecosystem in the vicinity of planned projects for developing new energy resourceSj and WHEREAS, AP&T has a long history of constructing hydroelectric plants in Southeast Alaska while simultaneously providing for the protection of the ecosystem within which the hydroelectric plant is located; Resolution 09-01-149 Page .Two THEREFORE BE IT RESOLVED, that the Haines Borough Assembly recognizes the need for increased electric power generation from a renewable resource in the Upper Lynn Canal, and it endorses the concept of creating new hydro-electric capacity in the region; AND BE IT FURTHER RESOLVED, that the Haines Borough Assembly supports the investigation, study, conceptual design, and initial permitting of any potential projects by AP&T or others which can be shown to provide reliable, cost effective, renewable energy in a manner which does not adversely impact local rate payers, the local economy, the watershed ecosystems, or the traditional uses of the area; AND BE IT FURTHER RESOLVED, the Haines Borough Assembly has an interest in participating as a partner in any power generation project that would promote and ensure the lowest possible rates for its citizens, provide for the greatest reliability and future growth, and create potential for the Borough to realize revenue from the sale of excess power to commercial users. ATTEST: BLANK PAGE Memo To: Tom Bolen, Haines Borough Manager From: Stephanie Scott, Energy & Sustainability Coordinator Cc: Commissioners, Energy & Sustainability Commission Date: January 21, 2009 Re : Recommendation to the Borough Assembly regarding the Connelly Lake Hydro Electric Project proposal from Alaska Power & Telephone (APT) before the Committee of the Whole, January 21, 2009 The Energy & Sustainability Commission crafted the following recommendation to the Assembly during its January 20, 2009 Commission meeting. The Energy & Sustainability Commission recommends that the Assembly support efforts by APT to secure funding to do additional design and data gathering for hydro electric sources including but not limited to Connelly Lake and Schubee Lake to help inform the public process prior to permitting. During debate following the making and seconding of the motion, “support” was defined as “support for the grant and the uses of the grant.” The motion carried 7 to 1. Commissioner Wackerman was absent, Commissioner Holmes voted in the negative, and Commissioner Gonce accepted the Chairʼs ruling that he had a conflict of interest and did not vote. COST WORKSHEET Renewable Energy Fund Round 3 Project Cost/Benefit Worksheet RFA AEA10-015 Application Cost Worksheet Page 1 10-7-09 Please note that some fields might not be applicable for all technologies or all project phases. The 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. 30 GWh maximum annual hydroelectric output Unit depends on project type (e.g. windspeed, hydropower output, biomasss fuel) 2. Existing Energy Generation and Usage a) Basic configuration (if system is part of the Railbelt 1 i. Number of generators/boilers/other grid, leave this section blank) 7 hydro units, 8 diesel ii. Rated capacity of generators/boilers/other 8,828 kW hydro, 9,915 kW diesel iii. Generator/boilers/other type Hydro and diesel iv. Age of generators/boilers/other Varies v. Efficiency of generators/boilers/other Varies b) Annual O&M cost (if system is part of the Railbelt grid, leave this section blank) i. Annual O&M cost for labor $125,000 approx. ii. Annual O&M cost for non-labor $40,000 approx., excluding 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] 27,440,000 kWh (2007) ii. Fuel usage Diesel [gal] 100,000 gal/yr (avg.) Other iii. Peak Load 4,900 kW iv. Average Load 2,800 kW v. Minimum Load 1,500 kW vi. Efficiency Varies vii. Future trends Moderate growth 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. Renewable Energy Fund Round 3 Project Cost/Benefit Worksheet RFA AEA10-015 Application Cost Worksheet Page 2 10-7-09 3. Proposed System Design Capacity and Fuel Usage (Include any projections for continued use of non-renewable fuels) a) Proposed renewable capacity (Wind, Hydro, Biomass, other) [kWh or MMBtu/hr] 6,000 kW b) Proposed Annual electricity or heat production (fill in as applicable) i. Electricity [kWh] 30,000,000 kWh max. ii. Heat [MMBtu] c) Proposed Annual fuel Usage (fill in as applicable) i. Propane [gal or MMBtu] ii. Coal [tons or MMBtu] iii. Wood [cords, green tons, dry tons] iv. Other 4. Project Cost a) Total capital cost of new system $36,000,000 (est. cost of Phase IV) b) Development cost $4,200,000 (est. cost of Phase I, II, and III) c) Annual O&M cost of new system $250,000 (2009 est.) d) Annual fuel cost No fuel cost 5. Project Benefits a) Amount of fuel displaced for i. Electricity 650,000 gal/yr (by cruise ships, increasing as ULC loads grow) ii. Heat iii. Transportation b) Price of displaced fuel $3.00/gal (2009), 3.75% escalation for 20 years c) Other economic benefits Potential revenue source to State from sales to cruise ships d) Amount of Alaska public benefits Reduced diesel emissions; reduced PCE (not calculated) 6. Power Purchase/Sales Price a) Price for power purchase/sale $0.20/kWh (sales to cruise ships) 7. Project Analysis a) Basic Economic Analysis Project benefit/cost ratio 2.9 with sale of 9,000 MWh/yr to cruise ships Payback Not calculated GRANT BUDGET FORM Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 Milestone or Task Phase II – Feasibility Analysis and Conceptual Design Anticipated Completion Date RE- Fund Grant Funds Grantee Matching Funds Source of Matching Funds: Cash/In-kind/Federal Grants/Other State Grants/Other TOTALS FERC Preliminary Permit application September, 2010 $ 4,000 $ 1,000 Cash, labor & benefits $ 5,000 USFS Special Use Permit application September, 2010 $ 4,000 $ 1,000 Cash, labor & benefits $ 5,000 Stream gage installation November, 2010 $ 20,000 $ 5,000 Cash, labor & benefits $ 25,000 Hydrology studies December, 2010 $ 4,000 $ 1,000 Cash $ 5,000 Conceptual design/optimization February, 2011 $ 64,000 $ 16,000 Cash $ 80,000 Geotechnical reconnaissance February, 2011 $ 20,000 $ 5,000 Cash $ 25,000 Draft feasibility report April, 2011 $ 12,000 $ 3,000 Cash $ 15,000 Environmental scoping September, 2011 $ 24,000 $ 6,000 Cash $ 30,000 Final feasibility report October, 2011 $ 8,000 $ 2,000 Cash $ 10,000 TOTALS $ 160,000 $ 40,000 $ 200,000 Budget Categories: Direct Labor & Benefits $ 128,000 $ 32,000 Direct labor & benefits $ 160,000 Travel & Per Diem $ 16,000 $ 4,000 $ 20,000 Equipment $ $ $ Materials & Supplies $ $ $ Contractual Services $ 16,000 $ 4,000 Cash $ 20,000 Construction Services $ $ $ Other $ $ $ TOTALS $ 160,000 $ 40,000 $ 200,000 Renewable Energy Fund Grant Round III Grant Budget Form 10-7-09 Project Milestones that should be addressed in Budget Proposal Reconnaissance Feasibility Design and Permitting Construction 1. Project scoping and contractor solicitation. 2. Resource identification and analysis 3. Land use, permitting, and environmental analysis 5. Preliminary design analysis and cost 4. Cost of energy and market analysis 5. Simple economic analysis 6. Final report and recommendations 1. Project scoping and contractor solicitation. 2. Detailed energy resource analysis 3. Identification of land and regulatory issues, 4. Permitting and environmental analysis 5. Detailed analysis of existing and future energy costs and markets 6. Assessment of alternatives 7. Conceptual design analysis and cost estimate 8. Detailed economic and financial analysis 9, Conceptual business and operations plans 10. Final report and recommendations 1. Project scoping and contractor solicitation for planning and design 2. Permit applications (as needed) 3. Final environmental assessment and mitigation plans (as needed) 4. Resolution of land use, right of way issues 5. Permit approvals 6. Final system design 7. Engineers cost estimate 8. Updated economic and financial analysis 9. Negotiated power sales agreements with approved rates 10. Final business and operational plan 1. Confirmation that all design and feasibility requirements are complete. 2. Completion of bid documents 3. Contractor/vendor selection and award 4. Construction Phases – Each project will have unique construction phases, limitations, and schedule constraints which should be identified by the grantee 5. Integration and testing 6. Decommissioning old systems 7. Final Acceptance, Commissioning and Start- up 8. Operations Reporting