ML072750013

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9/25/2007 Licensee Handouts for Meeting Re San Onofre Nuclear Generating Station, Unit 3 - Reclassification of Control Rod Drive Mechanism 56 NDE (Non Destructive Examination) Indication
ML072750013
Person / Time
Site: San Onofre 
Issue date: 09/25/2007
From:
Southern California Edison Co
To:
Office of Nuclear Reactor Regulation
Kalyanam N, NRR/DORL/LPL4, 415-1480
Shared Package
ML072750008 List:
References
Download: ML072750013 (30)


Text

1 September 25, 2007 Reclassification of Control Rod Drive Mechanism (CEDM) 56 NDE Indication Southern California Edison (SCE)

San Onofre Nuclear Generating Station (SONGS) Unit 3

2 Purpose

  • Based on all information available to date, SCE has reclassified the indication in CEDM 56 as No Detectable Defect (NDD)

- Discuss the technical basis for the reclassification

- Discuss the licensing issues associated with the reclassification

3 Non Destructive Examination Results for San Onofre Unit-3 Control Element Drive Penetration 56 Southern California Edison

4 Key Points

  • Determination

- The indication in CEDM 56 is not a defect

- Code Relief for Flaw Evaluation is not required

  • Basis

- Repair of CEDM 56 was based on refuted data

- All supplemental exams were negative for PWSCC

- Indication in CEDM 56 lacks PWSCC features

- Indication is consistent with grain noise

- Current evaluation methodology would conclude no defect is present in CEDM 56

5 Technical Presentation Overview

- Background

- Evaluation

- Conclusion

- Future plans regarding inspections and head replacement

- Discussion

6

  • CEDM 56 identified as special interest during reactor vessel head inspection in RFO 12 Weld overlay was applied to J-groove weld and penetration OD surfaces to ensure that CEDM 56 was returned to service in a conservative configuration Code Relief was needed to temporarily allow evaluation of a flaw having depth greater than 0.75 t pending final NDE evaluation and repair planning Supplemental examination techniques were developed to investigate whether indication in CEDM 56 is PWSCC

Background

7 Background

Inspection & Repair History Cycle 12 refueling outage (RFO-12)

Jan 2003

- SCE Commitment to NRC Bulletin 2002-01

- Westinghouse demonstrated inspection technology

- Ultrasonic time of flight diffraction (TOFD) indications observed in 4 penetrations

- Supplemental surface eddy current (ET) ruled out PWSCC Cycle 13 refueling outage (RFO-13)

Oct 2004

- NRC Order EA-03-009 using Westinghouse demonstrated NDE

- Indications in 4 CEDMs appeared to have grown

- Supplemental ET data was not consistent with apparent growth

- Embedded Flaw repairs implemented to ensure conservatism

- Indication in CEDM 56 exceeded Code limit for evaluation (figure 1)

Cycle 14 refueling outage (RFO-14)

Oct 2006

- NRC Order EA-03-009 using Westinghouse demonstrated NDE

- Supplemental NDE designed for CEDM 56

- No discernable changes in CEDM 56 indication

8 Background

Figure 1 CEDM 56 Indication Profile

9

>75%

High Resolution TOFD NDD Ultrasonic shear Wave (axial & circumferential)

NDD NDD Overlay PT (Surface)

NDD Penetration OD TOFD (informational)

NDD NDD Penetration OD ET (Surface)

NDD NDD J-weld ET (Surface)

NDD NDD NDD ID ET (Surface)

NDD NDD NDD Leak Path Assessment NDD NDD NDD Bare Metal (Visual)

SI / CBH SI SI TOFD (Volumetric)

RFO-14 October 2006 EA-03-009 RFO-13 October 2004 EA-03-009 RFO-12 January 2003 Bulletin 02-01 SI, Special Interest NDD, No Defect Detected CBH, Cleared By History

Background

CEDM 56 Inspection Detail Standard Examination Supplemental Examination

10 Evaluation

  • Approach
  • Determination of No Growth
  • Review of Industry Experience

11 Evaluation Approach

- Perform a consistent evaluation of base scope NDE data for indications of growth in CEDM 56 (and CEDMs 32, 57, and 64) from RFO 12, 13, and 14

- Assess supplemental NDE data from CEDM 56 to determine possibility of a PWSCC flaw

- Evaluation and assessment performed by

  • Level III with extensive experience in RVH TOFD
  • Chief Engineer, recognized authority in NDE
  • ANATEC

- Third party review of NDE data and Westinghouse evaluation

  • Level III with extensive experience in RVH TOFD
  • Concluded not attributable to PWSCC

- Analysis, review, oversight, and ownership of results

12 Evaluation Determination of No Growth

  • Reanalysis of all inspection data on a consistent basis concluded no discernable change since first detected in RFO12.

74.4 % t-w

  • 70.2 % t-w RFO 14 74.3 % t-w 77.6 % t-w RFO 13 74.4 % t-w 55.7 % t-w RFO 12 Reanalysis Original Analysis Refueling outage
  • RFO14 High resolution probe positioned indication at just over 75% t-w (>0.75 t)

13 Evaluation Inconsistent with PWSCC

- Automated J-weld and OD Eddy Current concluded no surface connected PWSCC

  • ET is a very effective exam for detection of PWSCC surface & near surface connections
  • A 0.7 surface or near-surface crack is readily detected (figure 2)
  • Lack of surface connection refutes PWSCC

- Indication was dispositioned as grain noise

  • Large population of distributed reflectors (figure 3)

14 Evaluation Inconsistent with PWSCC

- Manual OD scan employing TOFD & ET (informal)

  • ET: No crack like features
  • TOFD: No lateral wave interruption

- J-weld ET: No crack like features

- No effect from repair on ID exam

15 Evaluation Inconsistent with PWSCC

- Confirmed no discernable change

- High Resolution probe measured maximum indication depth at just over 75% from OD surface (could not withdraw 0.75t relief request)

- Ultrasonic shear wave exams detected no evidence of a crack-like flaw

  • No shadowing of distributed reflectors
  • Continuous observation of overlay weld interface (figure 4)

- Axial crack would obscure view of overlay interface

- Transparency of indication is consistent with grain noise, not PWSCC

16 Evaluation Review of Industry Experience

  • Beaver Valley (BV) J-weld and OD ET exams had clear detection of PWSCC

- Indication in CEDM 56 penetration OD would be larger and more easily detected if PWSCC

- CEDM 56 J-weld scan found no crack-like indications

  • BV TOFD included typical PWSCC characteristics that are lacking in CEDM 56

- No loss of backwall signal

- Crack tip diffraction response not evident

- Indication has not changed since detection

  • Application of updated WesDyne analysis procedures would determine CEDM 56 as NDD

17 Evaluation Technical Summary Ultrasonic TOFD (tip diffraction) technology is very sensitive, and commonly detects normal material structures in addition to real defects Real cracks affect TOFD inspection results in a predictable way Backwall reflections should be suppressed over certain angles Distributed reflectors should be obscured behind crack faces Characteristic tip diffraction signal response CEDM 56 penetration includes TOFD features typical of grain noise, and not PWSCC Confirmed growth in a TOFD indication over time is compelling evidence of PWSCC Uniform analysis of RFO 12, 13, and 14 examination data has concluded that no discernable change in indication has actually occurred Supplemental NDE is standard practice for validating TOFD indications Eddy Current is a reliable confirmatory test for PWSCC surface connection.

Supplemental ET of J-weld & Penetration OD in RFO 12 and 13 refuted PWSCC hypothesis.

There was no shear wave obscuration of backwall features or distributed reflectors which would be expected behind a crack face

18 Conclusion

  • Summary of Facts

- PWSCC disposition in RFO 13 was based on refuted data

- All supplemental exams were negative for PWSCC

- Indication in CEDM 56 lacks PWSCC features

- Indication is consistent with grain noise

- Current Westinghouse evaluation methodology would conclude no defect is present in CEDM 56

- The indication in CEDM 56 is not a defect

- Code Relief for Flaw Evaluation is not required

19 Future Plans

  • Continue with EA-03-009 examinations every refueling outage
  • Respond to any new indications or unexpected changes as appropriate
  • Replace the SONGS 3 Reactor Vessel Head during RFO 17 (approximately Fall of 2012)

20 Licensing Licensing correspondence associated with CEDM 56

21

  • Relief Request ISI-3-8:

- Contingency submitted prior to RFO 13 Embedded Flaw Repair (< 75% t-w) --

Used for 3 CEDMs during RFO 13

  • Submitted December 3, 2003
  • Supplemented March 15, 2004
  • Approved May 5, 2004
  • No Commitments made at this time Licensing

22 Licensing

  • Relief Request ISI-3-13:

- Submitted during RFO 13 Embedded Flaw Repair (>75% t-w) Specifically for CEDM 56

  • Submitted October 26, 2004
  • Supplemented December 2, 2004*
  • Approved December 23, 2004
  • *Commitment: SCE will identify a long-term repair method and implement that repair in RFO 14

23 Licensing

  • Meeting with NRC Staff:

- March 2, 2006, presented long term disposition of CEDM 56

- Existing repair is adequate for one cycle

- SCE will inspect to validate stability

- SCE will submit 2 relief requests

  • If no discernable growth - Operate 1 cycle (ISI-3-21)
  • Contingency repair alternative (ISI-3-22)
  • Teleconference with NRC Staff

- March 22, 2006, agreed to above approach

24 Licensing

  • Relief Request ISI-3-21: Allowing 1 cycle of operation contingent upon no discernable growth (<0.02)

- Submitted May 11, 2006 (Prior to RFO 14)

- Teleconference November 14, 2006 (During RFO 14)*

- Supplemented November 20, 2006 (During RFO 14)**

- Verbal Approval December 1, 2006 (During RFO 14)

- Written Approval February 7, 2007

  • SCE informed NRC no discernable growth
    • Commitment: SCE to either reclassify as NDD and withdraw Relief Requests ISI-3-21 and ISI-3-22 or will repair during RFO 15

25 Licensing

  • Relief Request ISI-3-22: Contingency repair in RFO 14 to allow operation to RFO 15 if growth was greater than or equal to 0.02 (no discernable growth)

26 Licensing

  • Based on all information available to date, SCE reclassified the indication in CEDM 56 as NDD

- August 31, 2007, SCE documented completion of NDE evaluation and withdrew Relief Request ISI-3-21

27 Questions

28 Beaver Valley OD CEDM 56 Figure 2: Comparison of penetration tube ET results for OD PWSCC

29 Figure 3: Vertical (UT) slice of CEDM 56 (gray section) showing indication and grain noise throughout penetration tube base material

30 Figure 4: Unobstructed detection of OD weld overlay interface on CEDM 56 70° /40° circumferential shear wave UT analysis of CEDM 56 Overlay weld interface