Loading...
HomeMy WebLinkAbout20070812 Ver 2_APGI Response_20061026ALCOA October 23, 2006 Mr. John Dorney 401 Development Unit Supervisor NC Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Alcoa Power Generating Inc. Yadkin Division PO Box 576 Badin, North Carolina 28009-0576 Tel: 1-888-886-1063 Fax: 1-704-422-5776 www.alcoa.com/yadkin g g, C? 11V7 P J C T 2 6 2006 UENR - WATER UUALIT'Y 'YkTLANQS AND S T ORMWATF_R BRANCH Re: APGI Response to NCDWQ Questions from Conference Call of September 19, 2006 and Letter of June 30, 2006 regarding Yadkin Project DO Enhancement during Generation Unit Refurbishment/Upgrade Dear Mr. Dorney, I am writing in response to questions about Alcoa Power Generating Inc.'s (APGI) Proposed Unit Refurbishment/Upgrade and Dissolved Oxygen (DO) Enhancement Schedule (Proposed Schedule) for the Yadkin Project (Project) that were raised by the North Carolina Division of Water Quality (NCDWQ) during a conference call on September 19, 2006 and in a letter to APGI dated June 30, 2006. 1 have attempted to address each of the questions fully below. Some of the responses are restatements of answers to questions provided in a letter to Ms. Darlene Kucken, NCDWQ, dated June 30, 2006. 1. During the September 19 conference call, NCDWQ asked APGI if it could modify its proposed schedule for dissolved oxygen enhancement at the four Yadkin Project developments such that DO enhancement at the Tuckertown development would be completed by the end of 2016. At NCDWQ's request, APGI has reevaluated its entire unit refurbishment/upgrade and DO enhancement schedule and has concluded that for both economic and logistical reasons it is not feasible to make any further modifications to the refurbishment/upgrade schedule that would accelerate the refurbishment/upgrade of the three Tuckertown units by 2016. However, APGI understands NCDWQ's desire to have improved DO conditions in the Tuckertown tailwaters sooner than would occur if DO enhancement at Tuckertown is tied to the Tuckertown refurbishment/upgrade schedule. Therefore, if, based on study after the completion of DO enhancements at High Rock it is determined that the Tuckertown tailwaters do not meet state DO standards, APGI is willing to commit to completing DO enhancements at Tuckertown by the end of 2016 and to have that enhancement technology fully operational by May 1 of 2017. Such DO enhancement will be completed in 2016 irrespective of the refurbishment/upgrade schedule for the Tuckertown units. The overall schedule for the refurbishment/upgrade of the Yadkin Project units will remain the same as shown under "Proposed Schedule" in Table 3 (attached), as will the DO enhancement schedule for the Narrows, High Rock and Falls developments where DO enhancement will be completed at the time unit refurbishment/upgrade. 2. What percent of time (approximately) is each unit operated at the Narrows and High Rock facilities during the May to November timeframe? APGI has used its historic operating records to estimate the percentage of time each of the Narrows and High Rock units have operated during the months May through November for the period 2000-2005 (Tables 1 and 2, attached). Two sets of numbers are provided for each of the units at both Narrows and High Rock. The percent unit hours/total station hours is the number of hours a specific unit ran divided by the total hours that the station was generating power. For example, if all 4 Narrows units ran for 1 hour, the number would be 25% for a specific unit. The percent total hours/period hours is the amount of time each unit ran for all the hours between May and November. In reviewing the data in these tables please keep in mind that these percentages are based on APGI's recent history of operating the existing units, only one of which (Narrows Unit 4) has been refurbished/upgraded. The percentages vary between years because APGI's determination of which unit(s) it operates on any given day may be based on a number of highly variable factors including inflow, need for power, generating schedule, unit efficiency, maintenance issues, etc. Moreover, as the refurbishment/upgrade of these units is ongoing, the operating schedule will change significantly as units are taken out and put back into service. Also, after unit refurbishment/upgrade is complete, APGI may not necessarily run the units as it does currently, in terms of order of preference, etc. However, I would note again, that one of the major commitments being made by APGI as part of the overall Proposed Schedule is that as unit refurbishments/upgrades are completed, and aeration technology is added, the units with aeration technology will be operated on a first-on, last-off basis, subject to unit availability. Also, I would like to point out that the data for Narrows shows clearly that in recent years Unit 4 is has run much more frequently than Units 1-3. This demonstrates APGI's concerted effort to operate Unit 4 first-on, last-off when it is feasible to do so. There was a slight decline in the Unit 4 percentage in 2005 (as compared to the two previous years). This was because in 2005 APGI was required to clear the Narrows transmission line right-of-way. During the transmission line clearing, as a safety precaution, APGI took the transmission line closest to the trees out of service, which was the Unit 4 line. Thus, during the period of transmission line clearing, Unit 4 was not in operation. 3. Please address why you need two years of engineering work and modeling on the Narrows facility before improvements can be done to meet water quality standards. It is unclear to us why your schedule for the Narrows facility could not be accelerated into year 2007 to start the needed improvements at this facility, especially since it is our understanding that the physical fix at Narrows Units 1, 2 and 3 is rather similar to that done for Unit 4. Although NCDWQ is correct in noting that the "physical fix", in terms of DO enhancement (draft tube cone aeration valves), planned for Narrows Units 1-3 is similar to those installed on Narrows Unit 4, it must be remembered that the addition of the aeration valves is occurring as part of a much larger and logistically challenging unit refurbishment/upgrade project. In fact, one of the primary reasons for including the installation of the draft tube cone aeration valves during refurbishment/upgrade is their installation requires a complete tear down of the unit. The tear down and rebuild cost is approximately $1 million per unit, and there is a high risk for damage to the generator during this work. So avoiding two tear downs of any given unit is paramount. More specifically, in letters dated March 31, 2006 and June 30, 2006, APGI provided NCDWQ with additional information about the time needed for engineering work and other tasks that must be completed before APGI can begin work on refurbishing/upgrading Narrows Unit 2. As part of that engineering work, APGI was seeking the most beneficial turnaround time for Unit 2's runner design, construction and delivery. For that reason, APGI had previously contracted with an engineering modeling and design firm. Notably too, the Narrows powerhouse has two families of turbine runners, Units 1-2 and Units 3-4. While similar, there are enough differences in design (e.g. different run speeds, gate size/configuration) that warrant additional engineering to optimize the hydraulic efficiencies of the turbine runner for Unit 2. In addition to the turbine runner design, the engineering for the balance of plant systems, those systems that support the turbine/generator, is also in progress to support the life extension effort of the Narrows powerhouse. More specifically, upgrades to the power house cranes, electrical power distribution and control systems, fire protection and cooling water system will also occur during the unit outages. As outlined in the June 30, 2006 letter, and the revised Proposed Schedule, through the remainder of this year and through 2007, APGI is not only completing engineering work for the next units, but is also actively working with manufacturers and suppliers to procure the necessary equipment. Now that Unit 2's runner modeling and general design is complete, there is a 15 month period for more specific design, construction, equipment fabrication, testing and delivery. These necessarily sequential steps allow for installation, start-up and commissioning into early 2008, but APGI will be using that time to also work through the same design issues for Narrows Unit 1. In addition, as mentioned previously, APGI will be taking parallel steps in the intervening period to upgrade auxiliary equipment, specifically refurbishing the powerhouse cranes that are necessary for the installation of Units 2, 1, and 3. In summary, the Proposed Schedule takes into account all the required elements of the refurbishment/upgrade program, including design, procurement, manufacture, delivery, staging, and installation of necessary parts, equipment and materials, installation, start up and commissioning of the unit - all of which must be accomplished safely. APGI would also note that Narrows Unit 2 is scheduled to be completed by March 31, 2008, prior to a new FERC license for the Project, a mere 3 months beyond NCDWQ's original requested completion date, and before the historical low DO period of May through November. 4. Documentation for costs of alternative improvement plans. In your March 31 letter and at our May meeting, you refer to costs of various alternative schedules. Please provide quantitative documentation for those conclusions. In a letter dated March 31, 2006, APGI provided NCDWQ with the estimated cost impacts to APGI associated with two alternative refurbishment/upgrade schedules as shown in the Table 3 (attached). In comparison to the Proposed Schedule, APGI's economic analysis for Alternative 1 indicates the Project's net present value of cash flows would be reduced by nearly $6 million. The reduction in net present value of cash flows from the investment would be just under $2 million for Alternative 2. All the economic analyses provided above and in the March 31, 2006 letter were similarly performed and were based on several factors that were held constant across the analysis of the Proposed Schedule, Alternatives 1 and 2. Those constant factors include: • From the Yadkin Project OASIS relicensing model: o Average streamflow based on the 74 year (1930-2003) database o Power prices (on a weighted average basis) of $49 per megawatt hour on peak and $30 per megawatt hour off peak (2004 Platts Southern, Into Index) without a cost escalator over time • 2006 estimates of capital cost of the refurbishment/upgrade program • 2006 operating costs without a cost escalator over time • Projected increased operating costs associated with relicensing without a cost escalator over time - (Since the economic analyses were originally performed in March 2006 and the APGI Agreement In Principle for the Yadkin Project was delivered for signature in June 2006, projected increased operating costs associated with relicensing are not the same. Since this is a constant factor across the Proposed Schedule, Alternatives 1 and 2, differences in outcomes should be minimal.) • 40 year license term • 9% discount rate - (Alcoa's present internal standard for these types of analysis.) Net Present Value calculation per Microsoft Excel As noted above, the variable factors include when certain steps in the refurbishment/upgrade program occur and the order of those steps as highlighted in Table 3 (attached). APGI and its parent company, Alcoa, have rigorous economic standards that capital improvements must meet. The alternative schedules' impact on the net present value of cash flows is significant to Alcoa. Given the numerous logistical considerations addressed in question 2, APGI's and Alcoa's financial requirements, and the impact of other anticipated commitments in the Project relicensing settlement, our belief is that the documentation we've provided of the costs of alternatives compared to the Proposed Schedule shows that the alternatives to APGI's Proposed Schedule are not practical. 5. Please be aware that the DWQ approved Quality Assurance Performance Plan (QAPP) must be submitted to DWQ at the time of the 401 application for our review. APGI understands that it must submit an approved QAPP along with its 401 application for the Project. As we discussed in our August 9 meeting, APGI will begin working in close consultation with NCDWQ staff on a QAPP in the near future. 6. APG/ will need to develop a Flow Monitoring and Compliance Plan in consultation with Progress Energy (Progress), the USGS, and other resource agencies. This Plan will then need to be part of the 401 application and filed with FERC within 12 months of the effective date of a new license. Also as discussed in our August 9 meeting, APGI understands that it needs to file a draft Flow Monitoring and Compliance Plan, developed in consultation with Progress, USGS and other resource agencies, along with its 401 application for the Project. Consultation with some of these parties on appropriate means of monitoring flows from the Project developments is already underway, and discussions regarding the feasibility of various flow monitoring options and related reporting requirements will continue as part the development of the final relicensing settlement agreement for the Project. 7. Please provide justification for postponing the beginning of refurbishment upgrade work on Tuckertown until 2016, with a completion date of 2018. This appears to provide a 3 year period of no improvement at Tuckertown. The timing of the refurbishment/upgrade of the Tuckertown units must be evaluated in the overall context of the Proposed Schedule. Once DO levels within the High Rock tailwater are improved, it is possible that a corresponding improvement in Tuckertown tailwater DO levels may also be achieved. Although APGI has been unable to demonstrate this expected effect with the existing equipment, we remain convinced that improved DO at High Rock will translate downstream because travel times through Tuckertown Reservoir are relatively short (less than a day), and because the Reservoir stratifies infrequently, and then only weakly. Knowing that there is the potential to see improved DO levels in the Tuckertown tailwater as a result of aeration at High Rock, it would be imprudent for APGI to design DO enhancement technology for Tuckertown until after improvements at High Rock have been completed and studies have been done to determine what, if any, changes in the Tuckertown tailwater DO levels have been achieved. Under the Proposed Schedule, the installation of aeration equipment at all three High Rock units will be completed by the end of 2012. After that, the Proposed Schedule allows for two seasons of monitoring/study to determine the effect on Tuckertown tailwater DO. At the completion of the study effort, it will be known how much, if any, DO enhancement capability is required at Tuckertown to bring those tailwaters up to standards. On that basis, APGI will then have one year to design and procure appropriate aeration technology for the Tuckertown development that can be installed when unit refurbishment/upgrade begins in 2016. As we have discussed previously, it may be that only one year is needed to adequately study the High Rock/Tuckertown DO connection following completion of the refurbishments/upgrades at the three High Rock units. However, APGI believes it is prudent that the Proposed Schedule allow for two seasons of study, in case there are unusual meteorological or hydrological conditions during the first year that prevent the study from occurring or that cause unusual DO conditions in the river and reservoirs. Based on our conference call of Oct. 23, 2006, APGI understands that it has provided responses to all of NCDWQ's outstanding questions such that NCDWQ can support the dissolved oxygen enhancement schedule below. Final nn Enhancement Schedule Year High Rock Tuckertown Narrows Falls 2008 Unit 2 2009 Unit 1 2010 Unit 3 Unit 3 2011 Unit 2 Stud 2012 Unit 1 Stud 2013 Stud 2014 Study Unit 1, if needed 2015 Unit 2, if needed 2016 If needed Unit 3, if needed As always, we thank you for your willingness to work with APGI on these issues. Sincerely, ??5 Gene Ellis Licensing & Property Manager cc: Darlene Kucken, NCDWQ Steve Reed, NCDWR Ben West, USEPA Table 1 Narrows Development Percent of Unit Operation (May-November, 2000-2005) Num ber of hours in operation - May thru Nov Unit 1 Unit 2 Unit 3 Unit 4 Total hours of operation 2000 2760 1785 866 875 3356 % unit hours/total hours 82.24% 53.19% 25.80% 26.07% total hours/ period hours 53.74% 34.75% 16.86% 17.04% 65.34% 2001 1452 1657 657 2138 3537 % unit hours/total hours 41.05% 46.85% 18.58% 60.45% total hours/ period hours 28.27% 32.26% 12.79% 41.63% 68.87% 2002 2036 1690 843 1875 3337 % unit hours/total hours 61.01% 50.64% 25.26% 56.19% total hours/ period hours 39.64% 16.41% 36.51% 64.97% 2003 3947 3624 4633 4798 % unit hours/total hours 82.26% g 75.53% 96.56% total hours/ period hours 76.85% 65 70.56% 90.21 % 93.42% 2004 2371 2157 4616 4738 % unit hours/total hours 50.04% . 45.53% 97.43% total hours/period hours 46.16% 52.24% 42.00% 89.88% 92.25% 2005 2363 2291 1687 2787 3394 % unit hours/total hours 69.62% 67.50% 49.71% 82.12% total hours/ period hours 46.01% 1 44.61% 32.85% 54.26% 66.08% Average hours 2488 2267 Average percent of hours 64.37% 57.94% 1639 I-OZ I JODU 40.07% 69.80% Average percent of period 48.45% 44.14% Notes: 31.91% 54.92% 75.16% The % unit hours/total station hours is the number of hours a specific unit ran divided by the total hours that the station was generating power. For example, if all 4 Narrows units ran for 1 hour, the number would be 25% for a specific unit. The % total hours/period hours is the amount of time the each unit ran for all the hours between May and November. Table 2 High Rock Percent of Unit Operation (May-November, 2000-2005) Number of hours in o eration - May thru Nov Unit 1 Unit 2 Unit 3 Total hours of operation 2000 1810 1527 1324 2755 % unit hours/total hours 65.70% 55.43% 48.06% total hours/ period hours 35.24% 29.73% 25.78% 53.64% 2001 1460 1597 801 2350 % unit hours/total hours 62.13% 67.96% 34.09% total hours/ period hours 28.43% 31.09% 15.60% 45.76% 2002 1770 1539 1109 2391 % unit hours/total hours 74.03% 64.37% 46.38% total hours/ period hours 34.46% 29.96% 21.59% 46.55% 2003 4170 4045 3852 4448 % unit hours/total hours 93.75% 90.94% 86.60% total hours/ period hours 81.19% 78.76% 75.00% 86.60% 2004 3333 3164 2780 3838 % unit hours/total hours 86.84% 82.44% 72.43% total hours/ period hours 64.89% 61.60% 54.13% 74.73% 2005 2671 2399 1 2623 3408 % unit hours/total hours 78.37% 70.39% 76.97% % total hours/ period hours 52.01% 46.71% 51.07% 66.36% Average hours 2536 2379 2082 3195 Average percent of hours 76.80% 71.92% 60.75% Average percent of period 49.37% 46.31% 40.53% 62.27% Notes: The % unit hours/total station hours is the number of hours a specific unit ran divided by the total hours that the station was generating power. For example, if all 3 High Rock units ran for 1 hour, the number would be 33% for a specific unit. The % total hours/period hours is the amount of time the each unit ran for all the hours between May and November. Table 3 Summary of APGI's Proposed Unit Refurbishment/Upgrade Schedule and Two Alternative Schedules Considered PrnnnCPrl Rnhpdi le Year vvv High Rock Tuckertown Narrows Falls 2008 Unit 2 2009 Unit 1 2010 Unit 3 Unit 3 2011 Unit 2 Stud 2012 Unit 1 Stud 2013 Stud 2014 Stud Unit 1 2015 Unit 2 2016 Unit 1 Unit 3 2017 Unit 2 2018 Unit 3 Alternative 1 - Accelerated Compared to Proposed Plan: High Rock by 2011 1 Year Studv / Tuckertown by 2015 / Falls by 2014 Year High Rock Tuckertown Narrows Falls 2008 Unit 2 2009 Unit 3 Unit 1 2010 Unit 2 Unit 3 2011 Unit 1 Stud 2012 Stud Unit 1 2013 Unit 1 Unit 2 2014 Unit 2 Unit 3 2015 Unit 3 Alternative 2 - Accelerated Compared to Proposed Plan: High Rock by 2011 1 Year Study / Tuckertown by 2015 / Falls by 2016 Decelerated Compared to Proposed Plan: Narrows by 2012 Year High Rock Tuckertown Narrows Falls 2008 Unit 2 2009 Unit 3 2010 Unit 2 2011 Unit 1 Unit 1 2012 Stud Unit 3 2013 Unit 1 Stud 2014 Unit 2 Unit 1 2015 Unit 3 Unit 2 2016 Unit 3