ML083380527

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NRC Public Meeting Presentation Regarding Vermont Yankee Special Inspection - October 14, 2008
ML083380527
Person / Time
Site: Vermont Yankee Entergy icon.png
Issue date: 10/14/2008
From:
Division Reactor Projects I
To:
Jackson D RGN-I/DRP/PB2/610-337-5306
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Download: ML083380527 (19)


Text

Results of the NRC Special Inspection of the Vermont Yankee Cooling Towers October 14, 2008 Latchis Theatre ML083380527 Brattleboro, VT

Karl Farrar Regional Counsel- USNRC Region I Meeting Facilitator

Purpose of Todays Meeting

  • NRC will discuss the results of the special inspection of the Vermont Yankee cooling tower leakage on July 11, 2008 and September 16, 2008
  • Entergy will discuss its inspection and maintenance activities associated with the cooling towers
  • Provide an opportunity for the public to ask questions with respect to the cooling towers 3

Agenda

  • Opening Remarks
  • NRC Special Inspection Results
  • Entergy Presentation
  • Break
  • Public Questions 4

Samuel Collins NRC Region I, Regional Administrator Opening Remarks

George Malone Senior Resident Inspector, Indian Point Unit 2 Deputy Team Leader Vermont Yankee Special Inspection Team

Special Inspection Team Team Leader Ray Powell, Branch Chief, RI Deputy Team Leader George Malone, Sr. Resident Inspector IP2 Team Members Beth Sienel, Resident Inspector VY Thomas Burns, Reactor Inspector, RI David Jeng, Sr. Structural Engineer, NRO Alexander Tsirigotis, Structural Engineer, NRR 7

Why A Special Inspection?

  • The process to decide whether to perform a special inspection is based on an evaluation of risk and non-risk based factors
  • In this case, the risk associated with the event was determined to be very low, and below the threshold to conduct a special inspection
  • However, several other non-risk based factors led to the decision to conduct a special inspection

- Repetitive nature of the issue

- Need to ensure that the safety function was unaffected by potential common causes of the failures

- Interest of the public, and the need for openness 8

SIT Charter Objectives

  • Evaluate the applicability of the causes to the nuclear safety function of cooling tower #2
  • Evaluate the adequacy of Entergys corrective actions from the August 2007 collapse and determine if there is any connection between the events 9

Cooling Tower Design

- Tower 1 (East) and Tower 2 (West)

  • Each tower contains 11 cells

- Designated as cell 1-1 through cell 1-11, and as cell 2-1 through 2-11

  • The towers provide supplemental cooling for:

- Compliance with Vermont state thermal discharge limit, and

- Removal of residual reactor heat in the event of a loss of service water 10

Cooling Tower Design

  • Only cell 2-1 performs the nuclear safety function of the cooling towers
  • Cell 2-1 must meet more robust design requirements and is built to withstand an earthquake
  • To protect cell 2-1, cell 2-2 is also designed to withstand an earthquake. The connections between cell 2-2 and the other non-safety cells are designed to break-away from cells 2-1 and 2-2 during an earthquake, protecting the safety cell 11

August 2007 Event

  • August 21st - a portion of cell 2-4 collapsed
  • Entergy identified two root causes for the collapse:

- Degradation of multiple vertical wooden columns

- Inadequate inspection program that did not require a hands on inspection to detect degraded columns

July 2008 Event

  • July 11th - an operator observed that the circulating water piping in cell 1-1 was sagging
  • The operator also noted that water was leaking from one of the piping slip joints - about 60 gpm
  • Entergy identified that four horizontal supports for the piping had failed
  • Entergy inspection of cells 2-1 and 2-2 did not identify any significant degradation, and they were determined to be able to perform their design function
  • The NRC inspected cells 2-1 and 2-2 and agreed with Entergys conclusion 13

September 2008 Event

  • September 16th - an operator identified abnormal leakage from a piping slip joint in cell 1-3, about 60 gpm
  • The leak was caused by the loss of some packing material in the piping slip joint
  • Entergy determined that this event did not have the same root cause as the July 11th event
  • The NRC inspected this issue and agreed with Entergys assessment 14

Special Inspection Results

  • Finding - Entergy did not verify the technical adequacy of a design change prior to placing in service the circulating water system in the East cooling tower. Very low safety significance (Green).

- Some wooden vertical columns were replaced with fiberglass reinforced plastic (FRP) columns

- The wood-FRP joints were overloaded due to an incomplete design analysis

- Specifically, the overload was due to missing support clips on the FRP columns that supported the wooden horizontal pipe supports 15

Special Inspection Results

  • Conclusions

- The Special Inspection Team did not identify any deficiencies that would challenge the safety function of cells 2-1 or 2-2

- The problems with the cooling towers are well understood by Entergy

- Entergy is taking adequate corrective actions to ensure that the cooling tower safety-related function remains unaffected

- The finding is of very low safety significance

- The NRC will continue to monitor Entergys corrective actions associated with the cooling towers 16

References

  • Public Reading Room 3/4 1-800-397-4209 (toll free) 17

NRC Representatives

  • Samuel J. Collins, Regional Administrator, RI 3/4 610-337-5299
  • James W. Clifford, Deputy Division Director, DRP 3/4 610-337-5080
  • Donald E. Jackson, Branch Chief, PB5 3/4 610-337-5306
  • George J. Malone, Senior Resident Inspector, IP2 3/4 914-739-9360
  • Beth E. Sienel, Resident Inspector, VY 3/4 802-257-4319
  • Neil A. Sheehan, Public Affairs Officer 3/4 610-337-5331 18

End of the Presentation Nuclear Regulatory Commission Region I King of Prussia, Pennsylvania October 14, 2008