Pennsylvania Power Co. v. Pennsylvania Public Utility Commission

625 A.2d 719, 155 Pa. Commw. 477, 145 P.U.R.4th 112, 1993 Pa. Commw. LEXIS 289
CourtCommonwealth Court of Pennsylvania
DecidedMay 6, 1993
DocketNo. 561 C.D. 1992
StatusPublished
Cited by6 cases

This text of 625 A.2d 719 (Pennsylvania Power Co. v. Pennsylvania Public Utility Commission) is published on Counsel Stack Legal Research, covering Commonwealth Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pennsylvania Power Co. v. Pennsylvania Public Utility Commission, 625 A.2d 719, 155 Pa. Commw. 477, 145 P.U.R.4th 112, 1993 Pa. Commw. LEXIS 289 (Pa. Ct. App. 1993).

Opinion

McGinley, Judge.

Pennsylvania Power Company (Penn Power) petitions for review of an order of the Pennsylvania Public Utility Commission (PUC), dated February 14, 1992, that determined that Penn Power is liable for a refund of the replacement power costs it incurred and passed on to its consumers through an automatic adjustment clause as a result of a 148-day shutdown of the Beaver Valley I Nuclear Generating Station (Beaver Valley I) in 1979 pursuant to a March 13, 1979, order of the United States Nuclear Regulatory Commission (NRC). We affirm.

Factual Background

Beaver Valley I is an 810-megawatt electric generating plant powered by nuclear fission, which went into service in 1976. Beaver Valley I is operated by Duquesne Light Company (DLC), a 47.5% owner. Penn Power is a 17.5% owner. The remainder is owned by Ohio Edison. Beaver Valley I was designed in 1968 and subsequently constructed by the Stone and Webster Engineering Corporation (Stone & Webster). Prior to 1972, Stone & Webster relied on a computer code known as PIPESTRESS, which applied an algebraic summation (algebraic formula) to determine load capacity of the safety-related piping at Beaver Valley I and four other plants. The safety piping must not only withstand the loads imposed by normal operation but also be able to withstand the stress of an earthquake. In 1972 Stone & Webster changed its computer code for seismic analysis to NUPIPE, and applied a square-root sum of the squares formula (square-root formula) to calculate the stress factors of the safety-related pipes. The difference between the older algebraic formula and the newer square-root or non-algebraic formula in determining stress [481]*481calculations for Beaver Valley I’s safety piping lies at the heart of this controversy.

The first critical time period commenced on February 17, 1978, and continued until October 2, 1978. On February 17, 1978, Stone & Webster sent a letter to Westinghouse Corporation (Westinghouse) questioning whether the weight of certain valves (Velan valves) supplied by Westinghouse for use in Beaver Valley I equalled their design weight, because a difference in weight could affect the safety piping. On May 30, 1978, more than three months later, Westinghouse responded with the correct weight of the fifteen valves. The weight of fourteen of the valves differed from the design weight. Although this presented a safety-related issue regarding whether Beaver Valley I’s seismic stress analysis was reliable, DLC failed to pursue a solution. On October 2, 1978, Stone & Webster informed DLC of an error in the hand-calculated stress analysis for certain safety injection lines as a result of computing the corrected actual weight of fourteen of the Velan valves.

On October 26,1978, Stone & Webster informed DLC of an overstressed safety injection line. DLC then notified the NRC by telephone of the problem. The next day, October 27, 1978, DLC again reported this problem in a Licensee Event Report (LER). Based on this history DLC was aware in October of 1978 that an initial review of stress calculations for safety injection systems revealed excessive stress in the safety-related piping and that the as-built condition of the plant differed from the design drawings as to 14 safety injection system check valves (the as-built valves weighed twice as much as their design weight).

The second critical time period occurred between October 2, 1978, and March 13, 1979, the date of the Beaver Valley I shutdown. On November 9, 1978, DLC submitted an Interim LER to the NRC indicating that the October 27, 1978, LER was in error and that the hand-calculated stresses were subsequently computer calculated and found to be acceptable. Meanwhile, the NRC conducted an on-site inspection from October 31, 1978, through November 3, 1978. In the NRC’s [482]*482Inspection Report 78-30, issued December 4, 1978, the NRC asked DLC if assurance could be given that the hand-calculated error applied only to the points in question. Also, Donald Beckman (Beckman), the NRC’s resident inspector, conducted another on-site inspection on December 18-20, 1978, and received a December 6, 1978, LER from DLC (containing a Stone & Webster report), which indicated a difference in stress results calculated by the two formulas. After the inspection, Beckman pursued the matter with the NRC but the information provided by Stone & Webster was insufficient to answer questions regarding the difference in stress results produced by the two different computer codes. Despite a January 26,1978, letter from DLC to Stone & Webster urging them to respond to the NRC inquiries, adequate responses to these questions were not provided until March 8, 1979.

Furthermore, DLC conducted its own investigation into the stress calculation problem. DLC’s engineer, J.J. Lynch, met with Stone & Webster at its Boston offices on December 18-19, 1978, to conduct an audit of Beaver Valley I’s design records. In his report issued January 17, 1979 (Lynch Report), Lynch identified concerns regarding the adequacy of the seismic piping design at Beaver Valley I based upon the difference in calculations. On January 22, 1979, DLC sent the Lynch Report to Stone & Webster and requested a response by March 1, 1979. DLC did not mail a copy of the Lynch Report to the NRC until April or May of 1979, after the shutdown.

The NRC remained concerned about the difference in calculated stress results. On March 1, 1979, the NRC requested details of the calculations, which Stone & Webster initially declined to provide in accordance with company policy. A meeting was held on March 8,1979, at which Stone & Webster made available the computer codes and calculations. The NRC staff examined the calculations and found significant discrepancies in the results calculated under the older algebraic formula compared to the results under the newer square-root formula. The NRC became alarmed and requested that additional analyses be performed over the weekend of March [483]*4839-12, 1979, using the more conservative square-root formula. The results of the weekend analyses showed load stresses three times the total allowable. On March 13, 1979, Beaver Valley I and four other plants built by Stone & Webster (Surry I & II, Maine Yankee and Fitzpatrick) were shut down.

The problem with the Stone & Webster plants resulted from a lack of drawings or blueprints reflecting the plant’s actual “as-built” condition as of March 13, 1979. This information was needed to conduct a reanalysis of seismic stresses using a non-algebraic formula. Because Stone & Webster had not maintained and updated its blueprints during construction, they were not able to supply the NRC with accurate as-built drawings until April 20, 1979. The NRC was not satisfied with Stone & Webster’s reanalysis until August, 1979. The shutdown order was lifted on August 8,1979. Beaver Valley I returned to full service on August 17, 1979. However, DLC and Penn Power had to purchase replacement power during the shutdown and the costs for the replacement power were passed on to consumers through the utilities’ net energy clause charges.

Procedural Background

On July 12, 1979, the PUC instituted an investigation into the rate-making consequences of the Beaver Valley I shutdown. Originally, the PUC proceeding included only DLC, as the 47.5% owner and the operator of Beaver Valley I.

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625 A.2d 719, 155 Pa. Commw. 477, 145 P.U.R.4th 112, 1993 Pa. Commw. LEXIS 289, Counsel Stack Legal Research, https://law.counselstack.com/opinion/pennsylvania-power-co-v-pennsylvania-public-utility-commission-pacommwct-1993.