ML15261A832

ENT000678 - NL-07-140, Letter from F. Dacimo, Entergy, to NRC Document Control Desk, Reply to Request for Additional Information Regarding License Renewal Application (Nov. 28, 2007)Redacted

ML15261A832
Person / Time
Site:	Indian Point
Issue date:	08/10/2015
From:	Entergy Nuclear Operations
To:	Atomic Safety and Licensing Board Panel
SECY RAS
References
RAS 28300, ASLBP 07-858-03-LR-BD01, 50-247-LR, 50-286-LR
Download: ML15261A832 (70)

Text

ENT000678 Submitted: August 10, 2015 UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of ) Docket Nos. 50-247-LR and

) 50-286-LR ENTERGY NUCLEAR OPERATIONS, INC. )

)

(Indian Point Nuclear Generating Units 2 and 3) )

) August 10, 2015

______________________________________________________________________________

ENTERGYS STATEMENT OF POSITION REGARDING CONTENTION NYS-26B/RK-TC-1B (METAL FATIGUE)

______________________________________________________________________________

William B. Glew, Esq. Kathryn M. Sutton, Esq.

Entergy Nuclear Operations, Inc. Paul M. Bessette, Esq.

440 Hamilton Avenue Raphael P. Kuyler, Esq.

White Plains, NY 10601 MORGAN, LEWIS & BOCKIUS LLP Phone: (914) 272-3202 1111 Pennsylvania Avenue, N.W.

Fax: (914) 272-3205 Washington, D.C. 20004 E-mail: wglew@entergy.com Phone: (202) 739-3000 Fax: (202) 739-3001 E-mail: ksutton@morganlewis.com E-mail: pbessette@morganlewis.com E-mail: rkuyler@morganlewis.com Counsel for Entergy Nuclear Operations, Inc.

TABLE OF CONTENTS Page I. PRELIMINARY STATEMENT ....................................................................................... 2 II. PROCEDURAL HISTORY OF CONTENTION NYS-26B/RK-TC-1B.......................... 8 A. Original Contention .............................................................................................. 9 B. Motion for Summary Disposition ........................................................................ 13 C. Amended Contention NYS-26B/RK-TC-1B ....................................................... 14 D. Intervenors 2011 Direct Testimony and Entergys Motion in Limine on Direct 16 E. Entergys 2012 Testimony ................................................................................... 17 F. Intervenors 2012 Rebuttal Testimony and Entergys Motion in Limine on Rebuttal ................................................................................................................ 17 G. Deferral of the Evidentiary Hearings on NYS-26B/RK-TC-1B .......................... 18 H. Intervenors 2015 Revised Evidentiary Submissions .......................................... 18 III. APPLICABLE LEGAL AND REGULATORY STANDARDS ................................... 19 A. 10 C.F.R. Part 54 Requirements .......................................................................... 19

1. The License Renewal Review Is a Limited One ...................................... 19

2. The Reasonable Assurance Standard ....................................................... 21 B. License Renewal Guidance .................................................................................. 23 C. Burden of Proof.................................................................................................... 25 IV. ENTERGYS WITNESSES ............................................................................................ 26 A. Mr. Nelson F. Azevedo ........................................................................................ 27 B. Mr. Alan B. Cox................................................................................................... 28 C. Mr. Jack R. Strosnider, Jr. ................................................................................... 29 D. Dr. Randy G. Lott ................................................................................................ 30 E. Mr. Mark A. Gray ................................................................................................ 30 F. Mr. Barry M. Gordon ........................................................................................... 31 V. ENTERGYS EVIDENCE AND ARGUMENTS ......................................................... 32 A. General Overview of Entergys Testimony ......................................................... 32 B. The Scope of Entergys Limiting Locations Review and EAF Evaluations Is Comprehensive and Consistent with NRC Regulations and Guidance ............... 34 C. The 2010 EAF Analyses for NUREG/CR-6260 Locations Conservatively Demonstrate that the CUFen Values for the NUREG/CR-6260 Locations at IPEC Do Not Exceed 1.0 ............................................................................................... 37

1. Intervenors Critique of the IPEC EAF Evaluations Lacks Merit ........... 39

a. Entergy and Westinghouse Conservatively Estimated the Number of Past and Future Transients for Each Analyzed Component .... 39

b. Entergy and Westinghouse Used Conservatively Large Heat Transfer Coefficients to Maximize the Postulated Analyzed Temperature Gradient Across Each Analyzed Component ......... 42

c. The Westinghouse EAF Calculations Conservatively Consider Flow Rates and Bulk Liquid Temperatures ................................. 45

d. The Westinghouse EAF Evaluations Fully Account for Thermal Stratification in the Pressurizer Surge Line ................................. 45

e. The Westinghouse EAF Evaluations Used Appropriate Environmental Correction Values That Are Based on NRC Guidance ...................................................................................... 48

f. The Westinghouse EAF Evaluations Contain Appropriate Assumptions Regarding Water Chemistry and Dissolved Oxygen Concentrations ............................................................................. 51

2. Contrary to Intervenors Claim, No Propagation of Error Analysis Is Required In Connection With the Westinghouse EAF Evaluations ........ 55 D. The 2013 and 2015 EAF Analyses for Non-NUREG/CR-6260 Locations Conservatively Demonstrated that the CUFens for Limiting Locations Do Not Exceed 1.0 ............................................................................................................ 58

1. Contrary to Intervenors Claim, Entergy Has Not Systematically Removed Conservatisms Built Into the EAF Calculations .................... 60

2. There Is No Technical Basis Supporting Intervenors Asserted Need to Apply an Additional Correction Factor for the Effects of Irradiation Embrittlement .......................................................................................... 62 E. The Balance of Entergys FMP Is Robust and Provides Reasonable Assurance that the Effects of Fatigue Will Be Adequately Managed ................................... 63

1. Intervenors Critique of Design Basis CUF Calculations Lacks Merit ... 64

2. Intervenors Legal Arguments Regarding the FMP Lack Merit .............. 65 VI. CONCLUSION ................................................................................................................ 66

- ii -

UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of ) Docket Nos. 50-247-LR and

) 50-286-LR ENTERGY NUCLEAR OPERATIONS, INC. )

)

(Indian Point Nuclear Generating Units 2 and 3) )

) August 10, 2015 ENTERGYS STATEMENT OF POSITION REGARDING CONTENTION NYS-26B/RK-TC-1B (METAL FATIGUE)

Pursuant to 10 C.F.R. § 2.1207(a)(1) and the Atomic Safety and Licensing Boards (Board) Revised Scheduling Order,1 Entergy Nuclear Operations, Inc. (Entergy) submits this Statement of Position (Statement) on Consolidated Contention NYS-26B/RK-TC-1B (NYS-26B/RK-TC-1B) regarding metal fatigue proffered by New York State (NYS or the State) and Riverkeeper, Inc. (Riverkeeper) (jointly Intervenors). This Statement is supported by the Revised Testimony of Entergy Witnesses Nelson F. Azevedo, Alan B. Cox, Jack R. Strosnider, Jr., Randy G. Lott, Mark A. Gray, and Barry M. Gordon Regarding Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Entergys Testimony) (ENT000679), and the exhibits thereto (ENTR15001, ENT00015A-B, ENTR00031, ENT000032, ENTR00184 through ENT000231, ENT000369, ENT000618, ENT000627, ENT000631, ENT000636, ENT000646, ENT000659, ENT000665, ENT000669, and ENT000680 through ENT000697). For the reasons discussed below, NYS-26B/RK-TC-1B lacks merit and should be resolved in Entergys favor.

1 Licensing Board Revised Scheduling Order at 2 (Dec. 9, 2014) (unpublished) (Revised Scheduling Order).

I. PRELIMINARY STATEMENT NYS-26B/RK-TC-1B is a safety contention, asserting that Entergys aging management program (AMP) for metal fatigue (referred to as the fatigue management program or FMP) set forth in the License Renewal Application (LRA) for Indian Point Nuclear Generating Units 2 and 3 (IP2 and IP3, collectively Indian Point Energy Center or IPEC) does not include an adequate plan to monitor and manage the effects of aging that may occur due to metal fatigue on key reactor components in violation of 10 C.F.R. § 54.21(c)(1)(iii). The testimony of the Intervenors witnessesDr. Joram Hopenfeld for Riverkeeper and Dr. Richard T. Lahey, Jr. for the Statefocuses on purported deficiencies in the environmentally-assisted fatigue (EAF) evaluations performed by Westinghouse Electric Company LLC (Westinghouse) in support of Entergys LRA for IPEC. Although the Intervenors make a host of claims about the Westinghouse EAF evaluations and their purported inadequacies, Entergys witnesses refute their claims point-by-point, and show that none of them have merit.

As a threshold matter, it is important to recognize that Intervenors claims and testimony in NYS-26B/RK-TC-1B date back to 2011 or earlier and, as a result, are cumulative, overlapping, and redundant when considered along with their many filings on other contentions in this proceeding. Such an approach is not only undisciplined, but also contrary to the Commissions intent in requiring intervenors to bring forward well-defined and adequately-supported contentions so that other parties to the proceeding are given full and fair notice of the intervenors actual claims.2 In response to Intervenors kitchen sink approach to NYS-26B/RK-TC-1B, Entergys Testimony addresses the various claims set forth in the ten separate documents that constitute Dr.

2 Pub. Serv. Co. of N.H. (Seabrook Station, Units 1 & 2), ALAB-899, 28 NRC 93, 97 (1988), aff'd sub nom.

Massachusetts v. NRC, 924 F.2d 311 (D.C. Cir. 1991), cert. denied, 502 U.S. 899 (1991).

Hopenfelds and Dr. Laheys testimony on this contention, as submitted by Intervenors in December 2011,3 June 20124, and June 20155 (collectively Intervenors Testimony). Where there is an irreconcilable inconsistency, we focus on the most recent filings.

The Intervenors Revised Statement of Position claims that the IPEC LRA is deficient for three basic reasons:

(1) The methodology [relied upon by Entergy] to determine whether CUFen for any particular component is >1 - i.e.[,] the WESTEMs computer program - is technically deficient; (2) The input values chosen by Entergy for its use of WESTEMs are not technically defensible and understate the extent of metal fatigue; [and]

(3) The range of components for which the CUFen calculations are proposed to be conducted is too narrow.6 These claims lack merit. Entergy fully demonstrates in response that the EAF analyses Westinghouse performed for IPEC license renewal used well-established, standard ASME Code 3

Pre-Filed Written Testimony of Richard T. Lahey, Jr. Regarding Consolidated Contention NYS-26B/RK-TC-1B (Dec. 22, 2011) (revised Oct. 1, 2012) (Lahey Testimony) (NYSR10344); Report of Dr. Richard T. Lahey, Jr.

in Support of Contentions NYS-25 and NYS-26B/RK-TC-1B (Dec. 20, 2011) (Lahey Report) (NYS000296);

Supplemental Report of Dr. Richard T. Lahey, Jr. in Support of Contentions NYS-25 and NYS-26B/RK-TC-1B (Dec. 21, 2011) (Supplemental Lahey Report) (NYS000297); Pre-Filed Written Testimony of Dr. Joram Hopenfeld Regarding NYS-26B/RK-TC-1B - Metal Fatigue (Dec. 20, 2011) (Hopenfeld Testimony)

(RIV000034); Report of Dr. Joram Hopenfeld in Support of Contention NYS-26B/RK-TC-1B - Metal Fatigue (Dec. 19, 2011) (Hopenfeld Report) (RIV000035).

4 Pre-Filed Written Reply Testimony of Richard T. Lahey, Jr. Regarding Consolidated Contention NYS-26B/RK-TC-1B (June 29, 2012) (Lahey Rebuttal Testimony) (NYS000440); Prefiled Rebuttal Testimony of Dr. Joram Hopenfeld Regarding Contention NYS-26B/RK-TC-1B - Metal Fatigue (June 28, 2012) (Hopenfeld Rebuttal Testimony) (RIV000114);.

5 Revised Pre-Filed Written Testimony of Dr. Richard T. Lahey, Jr. Regarding Consolidated Contention NYS-26B/RK-TC-1B (June 9, 2015) (Revised Lahey Testimony).(NYS000530); Supplemental Prefiled Written Testimony of Dr. Joram Hopenfeld Regarding Contention NYS-26B/RK-TC-1B (June 9, 2015) (Supplemental Hopenfeld Testimony) (RIV000142); Supplemental Report of Dr. Joram Hopenfeld in Support of Contention NYS-26[B]/RK-TC-1B and Amended Contention NYS-38/RK-TC-5 (June 9, 2015) (Supplemental Hopenfeld Report) (RIV000144).

6 State of New York and Riverkeeper, Inc., Revised Statement of Position, Consolidated Contention NYS-26B/RK-TC-1B at 17 (June 9, 2015) (Intervenors Revised SOP) (NYS000529); see also State of New York and Riverkeeper, Inc., Initial Statement of Position, Consolidated Contention NYS-26B/RK-TC-1B at 2-3 (Dec.

22, 2011) (Intervenors Initial SOP) (NYSR00343).

methods, calculated fatigue usage with considerable margin and conservatism, and covered all primary plant components at IPEC with current licensing basis (CLB) cumulative usage factor (CUF) fatigue analyses.

There are several fatal flaws in NYS-26B/RK-TC-1B, and Intervenors experts attempts to breathe life into this stale contention are futile and, ultimately, in vain. From the outset, the Intervenors criticisms of the EAF analyses and the IPEC FMP ignore the margin and conservatisms inherent in the ASME Code fatigue analysis methodology, thereby severely undercutting the merits of their claims. Next, and quite notably, neither Dr. Hopenfeld nor Dr.

Lahey is a specialist in fatigue analysisas this lack of familiarity evidences itself in their clear and apparent misunderstanding of standard fatigue analysis principles. The end result of these deficiencies is Intervenors failure to meet their burden of moving forward with sufficient evidence to show a deficiency in Entergys EAF evaluations or its FMP.7 By fully refuting their claims in its Testimony, Entergy has met its burden of showing, by a preponderance of the evidence,8 that NYS-26B/RK-TC-1B lacks merit and should be resolved in its favor. Now we turn to the details that drive and demand this result.

As to the first issuethe Intervenors challenges to the WESTEMSTM software used in Westinghouses EAF analysesEntergys witnesses fully demonstrate that Dr. Lahey and Dr.

Hopenfelds critiques are primarily based on misunderstandings of the WESTEMSTM software and the standard ASME Code Section III stress and fatigue analysis methodology used to perform the 7

See AmerGen Energy Co., LLC (Oyster Creek Nuclear Generating Station), CLI-09-7, 69 NRC 235, 269 (2009),

affd sub nom. N.J. Envtl. Fedn v. NRC, 645 F.3d 220 (2011).

8 See Pac. Gas & Elec. Co. (Diablo Canyon Nuclear Power Plant, Units 1 & 2), ALAB-763, 19 NRC 571, 577 (1984); Oyster Creek, CLI-09-07, 69 NRC at 263.

EAF analyses.9 While demanding more precise CUFen calculations, Intervenors curiously do not account for the significant conservatisms and margin already included and inherent in the analyses.10 In fact, Drs. Lahey and Hopenfeld fail to recognize that the objective of an EAF analysis is binaryto determine whether or not the CUFen will exceed 1.0 at any point during the period of extended operation (PEO)not to calculate a precise CUFen value.11 Ultimately, the Intervenors do not identify any deficiency in the Westinghouse fatigue analysis, so they clearly have not met their burden of going forward on Contention NYS-26B/RK-TC-1B.12 Turning next to Intervenors second issuethe allegedly deficient or non-conservative fatigue analysis input valuesEntergys experts explain the invalidity of the claims, as Intervenors experts do not account for the substantial conservatisms in the selection of inputs to the EAF analysis, including heat transfer coefficients, dissolved oxygen values, and the number of analyzed transients.13 Moreover, Dr. Lahey and Dr. Hopenfeld simply ignore and do not address directly-relevant and readily-available information contained in the LRA, the refined EAF analyses, and the substantial supporting documentation that Entergy disclosed to the Intervenors in this proceeding pertaining to these issues.14 They have, therefore, once again failed to meet their burden of going forward.

Intervenors third claimthat the range of components for which the CUFen calculations are proposed to be conducted is too narrowis unchanged since 2011.15 Given the many 9

See Entergys Testimony § IV.A.1.(ENT000679) 10 See id. § IV.A.2.

11 See id. § IV.B.2.

12 See Oyster Creek, CLI-09-7, 69 NRC at 269.

13 See Entergys Testimony § V.D. (ENT000679).

14 See id.

15 Compare Intervenors Revised SOP at17 (NYS000529) with Intervenors Initial SOP at 3 (NYSR00343).

intervening CUFen analyses completed since 2012, this third claim is now clearly moot. Under Commitment 33, made in the original LRA consistent with then-current NRC Staff guidance, Entergy prepared refined EAF analyses for the IPEC components specified in NUREG/CR-626016. Entergy completed those evaluations in 2010.17 Since then, to meet the intent of updated guidance in NUREG-1801, Revision 2,18 Entergy has made additional commitments. Specifically, in Commitment 43, Entergy committed to review its design basis fatigue evaluations to determine whether the previously-analyzed NUREG/CR-6260 locations are limiting for the IP2 and IP3 configurations.19 In Commitment 49, Entergy clarified that the limiting locations review would include RVI components.20 Entergy completed this review for IP2 in 2013 and for IP3 in 2015. It included reactor coolant pressure boundary locations and reactor vessel internals (RVI) components.21 And contrary to Intervenors claims, there is no technical basis to require an additional correction factor to the fatigue analysis for RVIs to account for the effects of irradiation embrittlement on fatigue life.22 Instead, the RVI AMP manages the combined effects of fatigue, irradiation embrittlement, and other aging mechanisms that may affect RVIs.23 Thus, the limiting locations review for IP2 and IP3 was a comprehensive, new evaluation of all non-NUREG/CR-6260 components with CLB CUF evaluations, including RVIs, and, consistent with NRC Staff guidance, it confirmed that CUFen values for all limiting locations at 16 NUREG/CR-6260, Application of NUREG/CR-5999 Interim Fatigue Curves to Selected Nuclear Power Plant Components (Feb. 1995) (NUREG/CR-6260) (NYS000355).

17 See Entergys Testimony § V.C (ENT000679).

18 The NRC Staff issued NUREG-1801, Revision 2 three years after the IPEC LRA was submitted.

19 See Entergys Testimony § V.E (ENT000679).

20 See id.

21 See id. § V.E.2.

22 See id. at A76.

23 See id.

IPEC are not projected to exceed 1.0 during the PEO.24 Intervenors have again ignored this developmentopting instead to remain focused on the past. This decision renders their third claim moot in the present.

Despite the fact that Entergy has reviewed all primary plant components at IPEC with CLB CUF time-limited aging analyses (TLAAs) for EAF, Intervenors continue to argue that the range of components for which the CUFen calculations are proposed to be conducted is too narrow.25 To the extent that Intervenors and their witnesses demand EAF evaluations of additional primary plant components, their claims are an impermissible challenge to the CLB for IP2 and IP3.26 And to the extent that Dr. Hopenfeld and Dr. Lahey seek EAF evaluations of secondary plant components,27 they entirely miss the point of CUFens, which is to evaluate certain components that are exposed to the reactor water environment.28 NRC Staff guidance does not require such additional evaluations, and Intervenors have certainly identified no unusual circumstance necessary to overcome the special weight accorded to that guidance.29 In addition, Entergy has committed in the FMP to monitor the actual number of accumulated plant transient cycles as compared to the number of cycles assumed in the EAF analyses and will take appropriate corrective actions, including repairs and/or replacements prior to exceeding the CUF limit of 1.0 should the rate of accumulated cycles increase as a result of 24 See id. §§ V.D and V.E).

25 Intervenors Revised SOP at 17 (NYS000529).

26 See Fla. Power & Light Co. (Turkey Point Nuclear Generating Plant, Units 3 & 4), CLI-01-17, 54 NRC 3,8-10; (2001); see also Entergy Nuclear Operations, Inc. (Indian Point Nuclear Generating Units 2 & 3), CLI-15-6, 81 NRC __, slip op. at 8 (Mar. 9, 2015); 10 C.F.R. § 54.21(a)(1).

27 See Hopenfeld Report at 3 (RIV000035).]

28 See Entergys Testimony § V.F (ENT000679).

29 NextEra Energy Seabrook LLC (Seabrook Station, Unit 1), CLI-12-05, 75 NRC 301, 314 n.78; Indian Point, CLI-15-6, 81 NRC __, slip op. at 21-22.

future changes in plant operations.30 By committing to repair or replace the affected locations before their CUFen values exceed 1.0, consistent with NUREG-1801, Revision 1, Generic Aging Lessons Learned Report, Revision 1 (Sept. 2005) (NUREG-1801, Revision 1) (NYS00146A-C), and 10 C.F.R. § 54.21(a)(3) and (c)(1)(iii), Entergy has fully demonstrated that it will adequately manage the effects of aging due to fatigue at the affected locations.

In summary, the Intervenors have not met their burden of moving forward with sufficient evidence to show a deficiency in Entergys FMP,31 and Entergys testimony fully refutes the Intervenors claims in NYS 26B/RK-TC-1B. Entergys testimony shows that the IPEC LRA complies fully with 10 C.F.R. Parts 50 and 54 and is consistent with NRC Staff guidance for an acceptable AMP for fatigue in NUREG-1801, Revision 1, notwithstanding Intervenors claims to the contrary. It also meets the intent of NUREG-1801, Revision 2. The Intervenors also present no valid critique of the Westinghouse EAF evaluations. Accordingly, consistent with the CLB and considering environmental effects, the CUFs for components comprising the reactor coolant pressure boundary will not exceed the limit of 1.0, throughout the (PEO). Contrary to the Intervenors contention, there is reasonable assurance that the aging effects of metal fatigue on the reactor coolant system (RCS) will be managed during the PEO, consistent with 10 C.F.R.

§§ 54.21(a)(3), 54.21(c)(1)(iii) and 54.29(a).

II. PROCEDURAL HISTORY OF CONTENTION NYS-26B/RK-TC-1B As noted above, the claims in NYS-26B/RK-TC-1B are cumulative, dated, and overlapping with other contentions. Specifically, they substantially overlap with claims set forth in contentions NYS-25 (the embrittlement contention) and NYS-38/RK-TC-5 (the safety 30 See Entergys Testimony § V.D.2 (ENT000679).

31 See Oyster Creek, CLI-09-7, 69 NRC at 269.

commitments contention).32 Indeed, Dr. Laheys testimony regarding RVIs across the three contentions is substantively identical,33 and Dr. Hopenfelds report on this contention and NYS-38/RK-TC-5 is the same document.34 Despite the significant developments and new information that has emerged over the past three years or more, the Intervenors have not updated the contention and replaced their earlier SOP, testimony, or reports with substantively new materials, despite the fact that several prior positions and claims have been superseded by more recent developments and, accordingly, the contention must be rejected on the merits.35 A. Original Contention In April 2007, Entergy filed its application to renew the operating licenses for IP2 and IP3 for 20 years beyond their initial expiration dates of September 28, 2013, and December 12, 2015, respectively. After a notice of opportunity for hearing was published in the Federal Register on August 1, 2007,36 the State and Riverkeeper each filed separate petitions to intervene, each proposing several contentions.37 32 In objecting to the proposed amendments to NYS-25 and NYS-38/RK-TC-5 earlier this year, Entergy noted there was no discernible distinction between the two amended contentions, and asked the Board to separate the various claims in the interest of adjudicatory economy. Entergys Consolidated Answer Opposing Intervenors Motions. to Amend Contentions NYS-25 and NYS-38/RK-TC-5, at 13 (Mar. 10, 2015), available at ADAMS Accession No. ML15069A677. The Board acknowledged that there is significant overlap, but found the States actions permissible. Memorandum and Order (Granting Motions. for Leave to File Amendments. to Contentions NYS-25 and NYS-38/RK-TC-5), at 14 (Mar. 31, 2015) (Second Order Amending NYS-25),

available at ADAMS Accession No. ML15090A771.

33 Compare Lahey Testimony (NYSR10344) with Revised Lahey Testimony (NYS000530) and Revised Pre-filed Written Testimony of Dr. Richard T. Lahey, Jr. Regarding Joint Contention NYS-38/RK-TC-5, (June 9, 2015)

(NYS000562), available at ADAMS Accession No. ML15161A311.

34 See Supplemental Hopenfeld Report (RIV000144).

35 See Entergys Testimony at § II (ENT000679).

36 Entergy Nuclear Operations, Inc., Indian Point Nuclear Generating Unit Nos. 2 and 3; Notice of Acceptance for Docketing of the Application and Notice of Opportunity for Hearing Regarding Renewal of Facility Operating License Nos. DPR-26 and DPR-64 for an Additional 20-Year Period, 72 Fed. Reg. 42,134 (Aug. 1, 2007).

37 See Entergy Nuclear Operations, Inc. (Indian Point, Units 2 & 3), LBP-08-13, 68 NRC 43,68-161, 166-191 (2008).

In their petitions to intervene, NYS and Riverkeeper proffered contentions NYS-26 and TC-1, respectively.38 Both contentions claimed that because LRA Tables 4.3-1339 and 4.3-1440 indicated that the projected CUFen values for certain IPEC components will exceed 1.0 during the PEO, Entergy must demonstrate that the effects of aging on the intended function(s) will be adequately managed for the PEO, as required by 10 C.F.R. § 54.21(c)(1)(iii).41 Entergy opposed the admission of NYS-26 and TC-1 in their entirety.42 The NRC Staff opposed the admission of both contentions in part.43 Entergy subsequently amended the LRA (LRA Amendment 2) to add Commitment 33 to the scope of the FMP, by stating that it will use that program to manage the effects of reactor water environment on fatigue life, in accordance with 10 C.F.R. § 54.21(c)(1)(iii).44 Consistent with that regulation and with NUREG-1801, Revision 1, Commitment 33 specified that at least two years prior to entering the PEO, Entergy would take one or more of the following actions: (1) refine the fatigue analyses, at least two years before entering the PEO, to determine valid CUFen 38 See New York State Notice of Intention to Participate and Petition to Intervene at 227 (Nov. 30, 2007) (NYS Petition); Riverkeeper, Inc.s Request for Hearing and Petition to Intervene in Indian Point License Renewal Proceeding for the Indian Point Nuclear Power Plant at 7 (Nov. 30, 2007) (Riverkeeper Petition).

39 LRA at 4.3-24 (IP2 Cumulative Usage Factors for NUREG/CR-6260 Limiting Locations) (ENT00015B).

40 Id. at 4.3-25 (IP3 Cumulative Usage Factors for NUREG/CR-6260 Limiting Locations).

41 In RK-TC-1, Riverkeeper also alleged that Entergy must broaden its TLAA analysis beyond the scope of the representative components identified in Tables 4.3-13 and 4.3-14 to identify other components whose CUF may be greater than one, and take other steps to expand the scope of its fatigue analyses. See Riverkeeper Petition at 7-8.

42 Answer of Entergy Nuclear Operations, Inc. Opposing New York State Notice of Intention to Participate and Petition to Intervene at 141-49 (Jan. 22, 2008); Answer of Entergy Nuclear Operations, Inc. Opposing Riverkeeper Inc.s Request for Hearing and Petition to Intervene at 29-43 (Jan. 22, 2008).

43 NRC Staffs Response to Petitions for Leave to Intervene Filed by [the State of New York and Riverkeeper, Inc.]

at 77-78 (Jan. 22, 2008) (NRC Staff Answer) (opposing NYS-26 insofar as it suggested that Entergy will use arbitrary assumptions in performing any refined analyses of the CUFs and contended that Entergy must immediately replace components with CUFen values exceeding 1.0.); Id. at 117-18 (opposing TC-1 insofar as it alleged that the lists of components in LRA Tables 4.3-13 and 4.3-14 are incomplete, and that other components need to be considered beyond those listed.).

44 See NL-08-021, Letter from Fred R. Dacimo, Entergy, to NRC, License Renewal Application Amendment 2 Attach. 1, at 1 (Jan. 22, 2008) (NL-08-021) (NYS000351).

values below the limit; (2) manage the effects of aging due to fatigue at the affected locations by an inspection program that has been reviewed and approved by the NRC; or (3) repair or replace the affected locations before exceeding CUF of 1.0.45 On March 4, 2008, the Staff filed a letter apprising the Board that the LRA omissions asserted in NYS-26 and TC-1 had been cured by Commitment 33, thereby rendering those contentions moot and inadmissible.46 Thereafter, on March 5, 2008, and April 7, 2008, Riverkeeper and NYS filed amended contentions TC-1A and NYS-26A, respectively, arguing that LRA Amendment 2 did not cure the deficiencies previously alleged by those parties 47 They contended that LRA Amendment 2 lacks sufficient details concerning the analytical methods that Entergy will use to calculate the refined CUFen values and, by delaying the analyses, fails to meet NRC regulations.48 NYS further asserted that the most prudent way to manage aging for extended operation is to replace those affected components now.49 Both Entergy and the Staff opposed the admission of amended contentions TC-1A and NYS-26A in their entirety, citing Entergys explicit commitment to manage EAF under the FMP.50 45 See id. at 1-2.

46 See Letter from D. Roth & K. Sexton, Counsel for NRC Staff, to Licensing Board at 2 (Mar. 4, 2008), available at ADAMS Accession No. ML080670286. The Board took no direct action in response to this letter.

47 Riverkeeper, Inc.s Request for Admission of Amended Contention 6, at 2-3 (Mar. 5, 2008); Petitioner State of New Yorks Request for Admission of Supplemental Contention No. 26-A, 4 (Metal Fatigue) at 4-6 (Apr. 7, 2008) (NYS-26A Request).

48 NYS-26A Request at 5.

49 Id. at 6. The Commission recently rejected a very similar theory. In reversing a Boards admission of a contention that sought to have the NRC require the applicant to preclude aging effects, the Commission held that this aspect of the contention sought to impose a burden greater than the regulatory requirement to adequately manage aging effects under 10 C.F.R. § 54.21(a)(3). See NextEra Energy Seabrook, LLC (Seabrook Station, Unit 1), CLI-12-05, 75 NRC 301, 314-15 (2012).

50 See Answer of Entergy Nuclear Operations, Inc. to Riverkeepers Request for Admission of Amended Contention TC-1 (Concerning Environmentally Assisted Fatigue) (Mar. 31, 2008); Answer of Entergy Nuclear Operations, Inc. Opposing the State of New Yorks Request for Admission of Supplemental Contention 26-A (Metal Fatigue) (Apr. 21, 2008); NRC Staffs Response to Riverkeeper, Inc.s Request for Admission of

The Board admitted and consolidated NYS and Riverkeepers initial and amended contentions, but limited admission to those aspects relating to the calculation of the CUF[en]s and the adequacy of the resulting AMP for those components with CUF[en]s greater than 1.0.51 Specifically, the Board admitted NYS-26/26A on the following narrow grounds:

[T]his Board admits NYS-26/26A to the limited extent that it asserts that the LRA is incomplete without the calculations of the CUFs as threshold values necessary to assess the need for an AMP, that Entergys AMP is inadequate for lack of the final values, and that the LRA must specify actions to be carried out by the Applicant during extended operations to manage the aging of key reactor components susceptible to metal fatigue.52 In this regard, the Board found that Entergy must include CUFen calculations as part of its LRA to comply with the TLAA regulations (10 C.F.R. § 54.21(a)(3)), notwithstanding Entergys stated reliance on an AMP pursuant to § 54.21(c)(1)(iii).53 In view of the Boards admission of the Consolidated Contention and finding that Entergy must include its CUFen calculations in the LRA,54 and consistent with Commitment 33, Entergy retained Westinghouse in 2008 to prepare refined fatigue analyses to determine CUFens for the relevant IPEC-specific NUREG/CR-6260 critical component locations. The refined fatigue analyses were completed in June 2010, and approved by Entergy on July 29, 2010.55 The refined fatigue analyses showed that the CUFen for components listed in LRA Tables 4.3-13 and 4.3-14 Amended Contention TC-1 [TC-1A] (Metal Fatigue) (Apr. 21, 2008); NRC Staffs Response to New York States Request for Admission of Supplemental Contention 26-A (Metal Fatigue) (Apr. 21, 2008).

51 See Indian Point, LBP-08-13, 68 NRC at 137.

52 Id. at 140 (emphasis added).

53 See id. at 137, 140. TLAAs are discussed further in Section III.A.1, below.

54 See id. at 137.

55 See Westinghouse, WCAP-17199-P, Rev. 0, Environmental Fatigue Evaluation for Indian Point Unit 2, at 1-1 (June 2010) (WCAP-17199) (NYS000361); Westinghouse, WCAP-17200-P, Rev. 0, Environmental Fatigue Evaluation for Indian Point Unit 3 at 1-1 (June 2010) (WCAP-17200) (NYS000362).

would not exceed 1.0 through the end of the PEO.56 On August 9, 2010, Entergy notified the NRC Staff of the results of the refined EAF analyses; i.e., the refined CUFen values.57 B. Motion for Summary Disposition Following Entergys submittal of its refined EAF analyses, Entergy moved for summary disposition of NYS-26/26A/RK-TC-1/1A.58 In its Motion for Summary Disposition, Entergy argued that, in view of the Commissions decision in Vermont Yankee in which the Commission held that EAF evaluations are not required as a condition precedent to the renewal of an operating license.59 Entergys Commitment 33 to submit refined EAF evaluations for components where the CUFen in the LRA exceeded 1.0 was legally sufficient under 10 C.F.R. § 54.21(c)(iii), and that its completion of Commitment 33 demonstrated there were no longer any material factual disputes regarding the admitted contention.60 The NRC Staff supported Entergys Motion for Summary Disposition,61 while Riverkeeper and the State opposed it arguing that its contention covers the full gamut of the AMP for metal fatigue of key reactor components and is neither limited to TLAA 56 See WCAP-17199, at 6-1 (NYS000361); WCAP-17200, at 6-1 (NYS000362). The refined EAF analyses did not cover the reactor vessel inlet and outlet nozzles because the initial values in the LRA showed that the CUFen for these components would not exceed 1.0.

57 See NL-10-082, Letter from Fred R. Dacimo, Entergy, to NRC, License Renewal Application - Completion of Commitment #33 Regarding the Fatigue Monitoring Program (Aug. 9, 2010) (NL-10-082) (NYS000352).

58 See Applicants Motion for Summary Disposition of New York State Contentions 26/26A and Riverkeeper Technical Contentions 1/1A (Metal Fatigue of Reactor Components) (Aug. 25, 2010) (Motion for Summary Disposition), available at ADAMS Accession No. ML102600058.

59 Entergy Nuclear Vt. Yankee, LLC & Entergy Nuclear Operations, Inc. (Vt. Yankee Nuclear Power Station), CLI-10-17, 72 NRC 1, 33-41, (2010). The Commission held that [n]one of our regulations requires that a license renewal applicant calculate CUFen that is, adjust the CUF by applying the environmental adjustment factor prior to the issuance of a renewed license. Id. at 39 (emphasis in original). See also id. at 41 (We see nothing in our regulations to suggest that baseline CUFen calculations are prerequisites to establish the parameters of the AMP.) (emphasis in original)..

60 See generally Motion for Summary Disposition.

61 See NRC Staffs Answer to Applicants Motion for Summary Disposition of New York Contention 26/26A and Riverkeeper Contention TC-1/TC-1A - Metal Fatigue (Sept. 14, 2010), available at ADAMS Accession No.

ML102571919.

calculations or CUFen calculations [which] challenges, on the merits, the adequacy of what Entergy has proposed to do to meet its obligations under 10 C.F.R. § 54.21(c)(1)(iii).62 C. Amended Contention NYS-26B/RK-TC-1B Shortly thereafter, Intervenors submitted another amended contention, designated NYS-26B/RK-TC-1B.63 The contention claimed that Entergys LRA does not include an adequate plan to monitor and manage the effects of aging due to metal fatigue on key reactor components in violation of 10 C.F.R. § 54.21(c)(1)(iii).64 Specifically, Intervenors claimed that Entergy has inappropriately limited the number of component locations for which EAF analyses must be performed, failed to provide a propagation of error analysis for the WESTEMSTM fatigue analyses, improperly excluded reactor pressure vessel (RPV) in-core structures and fittings from the scope of the EAF analyses, failed to disclose sufficient information about Westinghouses thermal hydraulic analysis, relied on incorrect or undisclosed assumptions regarding Fen factors, dissolved oxygen levels, and numbers of transients, and failed to provide a detailed, reliable, and prescriptive AMP.65 Entergy and the Staff opposed the admission of NYS-26B/RK-TC-1B on the grounds that it raised issues beyond the scope of this proceeding, lacked adequate factual and legal support, failed to raise a genuine dispute on a material issue of law or fact, and belatedly 62 State of New York and Riverkeeper, Inc. Combined Response to Entergy Motion for Summary Disposition of Combined Contentions NYS 26/26A and RK TC-1/TC1-A [sic] (Metal Fatigue), at 2 (Sept. 14, 2010), available at ADAMS Accession No. ML103010518.

63 See State of New Yorks and Riverkeepers Motion for Leave to File a New and Amended Contention Concerning the August 9, 2010 Entergy Reanalysis of Metal Fatigue (Sept. 9, 2010), available at ADAMS Accession No. ML102670665.

64 Petitioners State of New York and Riverkeeper, Inc. New and Amended Contention Concerning Metal Fatigue at 1 (Sept. 9, 2010) (New and Amended Contention), available at Accession No. ML102670665).

65 See New and Amended Contention at 6-13.

asserted that Entergy must consider reactor pressure vessel in-core structures and certain accident loads as part of its fatigue analyses.66 On November 4, 2010, the Board denied the Motion for Summary Disposition as moot, and admitted NYS-26B/RK-TC-1B.67 The Board held that, once an applicant has chosen to perform revised CUFen analyses, the Intervenors may question the adequacy, reliability, and breadth of these calculations when applied to Entergys AMP under Section 54.21(c)(1)(iii).68 The Board also held that NYS-26B/RK-TC-1B superseded the previous contentions (NYS-26/26A/RK-TC-1/1A), and therefore dismissed those earlier contentions.69 The Board identified the following bases for NYS-26B/RK-TC-1B, which focused on challenges to the Westinghouse EAF analyses.70 According to the Board, in addition to the EAF reanalyses, the admitted contention contested certain aspects of the FMP, including the monitoring locations, trigger points, and proposed actions . . . for metal fatigue,71 and alleged inadequate corrective actions,72 but these challenges are premised on the validity of Intervenors critiques of the EAF analyses. Taking into account all of Intervenors assertions, the fundamental 66 See Applicants Answer to New and Amended Contention New York State 26B/Riverkeeper TC-1B (Metal Fatigue) (Oct. 4, 2010), available at ADAMS Accession No. ML102910142; NRC Staffs Answer to State of New Yorks and Riverkeepers Motion for Leave to File a New and Amended Contention Concerning the August 9, 2010 Entergy Reanalysis of Metal Fatigue (New York State 26-B/Riverkeeper TC-1B (Metal Fatigue))

(Oct. 4, 2010), available at ADAMS Accession No. ML102780048.

67 Licensing Board Memorandum and Order (Ruling on Motion for Summary Disposition of NYS-26/26A/Riverkeeper TC-1/1A (Metal Fatigue of Reactor Components) and Motion for Leave to File New Contention NYS-26B/Riverkeeper TC-1B) at 2 (Nov. 4, 2010) (unpublished) (Order Admitting NYS-26B/RK-TC-1B).

68 Id. at 22-23.

69 See id. at 2, 29.

70 Id. at 8 (emphasis added) (citing New and Amended Contention at 9-11).

71 Id. at 14 (citing New and Amended Contention at 6-13).

72 See New and Amended Contention at 6-13.

factual issue in dispute is whether the EAF analyses are adequate to demonstrate that the CUFen values for the analyzed components do not exceed 1.0.

D. Intervenors 2011 Direct Testimony and Entergys Motion in Limine on Direct Intervenors submitted their Testimony, Statement, and supporting exhibits on December 22, 2011.73 On January 30, 2012, Entergy filed a motion in limine, arguing that Riverkeepers expert, Dr. Hopenfeld, lacks expertise in certain areas covered by his testimony, and that Dr.

Hopenfelds critique of Entergys design basis CUF calculations for the IP2 and IP3 reactor vessel inlet and outlet nozzles were outside the scope of this contention and proceeding.74 The NRC Staff supported Entergys Motion in Limine,75 and Riverkeeper opposed it.76 The Board denied Entergys Motion in Limine on March 6, 2012, finding that Dr. Hopenfeld has sufficient background to assist the Board in the resolution of the questions raised in this contention,77 and that Riverkeeper does not challenge any of the design basis CUF calculations.78 73 The State subsequently filed a revised Position Statement and a revised version of the Lahey Testimony on December 27, 2011, and Riverkeeper filed a revised version of the Hopenfeld Report on the same date.

74 See Entergys Motion in Limine to Exclude Portions of Pre-Filed Direct Testimony, Expert Report, Exhibits, and Statement of Position for Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Jan. 30, 2012) (Motion in Limine) (not publicly available on ADAMS).

75 See NRC Staffs Response in Support of Entergys Motion in Limine to Exclude Portions of Pre-filed Direct Testimony, Expert Report, Exhibits, and Statement of Position for Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Feb. 9, 2012) (not publicly available on ADAMS).

76 Riverkeeper, Inc. Opposition to Entergys Motion in Limine to Exclude Portions of Pre-filed Testimony, Expert Report, Exhibits, and Statement of Position for Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Feb. 17, 2012) (Riverkeeper Answer) (not publicly available on ADAMS).

77 See Licensing Board Order (Granting in Part and Denying in Part Applicants Motions in Limine) at 15 (Mar. 6, 2012) (unpublished) (Ruling on Motions in Limine).

78 See id. Entergy respectfully disagrees with the latter finding of the Board and addresses this issue further in Section IV.B.2.d, below.

E. Entergys 2012 Testimony On March 29, 2012, in accordance with a Board Order issued on February 16, 2012, 79 Entergy filed its Statement of Position, prefiled testimony, and supporting exhibits with respect to NYS-26B/RK-TC-1B.80 The NRC Staff made its corresponding evidentiary submissions on that on March 30 and 31, 2012.81 F. Intervenors 2012 Rebuttal Testimony and Entergys Motion in Limine on Rebuttal In response to Entergys and the NRC Staffs March 2012 evidentiary submissions, New York and Riverkeeper filed a Revised Statement of Position, prefiled rebuttal testimony from Dr.

Lahey and Dr. Hopenfeld, and additional exhibits on June 29, 2012.82 On July 30, 2012, in accordance with the Boards Order dated May 16, 2012,83 Entergy filed a motion in limine seeking to strike portions of Intervenors Revised Position Statement, and to exclude portions of the Hopenfeld Rebuttal Testimony and several other supporting Intervenor exhibits (RIV000103, RIV000104, RIV000105, and RIV000106).84 Entergy argued, in principal part, that Intervenors 79 Licensing Board Order (Granting NRC Staffs Unopposed Time Extension Motion and Directing Filing of Status Updates) (Feb. 16, 2012) (unpublished).

80 See Entergys Statement of Position Regarding Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Mar. 29, 2012) (ENT000182); Testimony of Entergy Witnesses Nelson F. Azevedo, Alan B. Cox, Jack R. Strosnider, Robert E. Nickell, and Mark A. Gray Regarding Contention NYS-26B/RK-TC-1B (Metal Fatigue) (Mar. 29, 2012) (ENT000183); Entergy Exhibits ENT00015A-B, ENT000031, ENT000032, ENT000184 to ENT000231, and ENT000369.

81 See NRC Staffs Statement of Position Regarding NYS-26B/RK-TC-1B (Mar. 31, 2012) (NRC000101); NRC Staff Testimony of Allen Hiser, Ching Ng, and On Yee Concerning NYS-26B/Riverkeeper TC-1B (Metal Fatigue of Reactor Components) (Mar. 31, 2012) (NRC000102); NRC Exhibits NRC000103 to NRC000119, NRC000123 to NRC000124.

82 See State of New York and Riverkeeper Inc.s Revised Statement of Position Regarding Consolidated Contention NYS-26B/RK-TC-1B (July [sic] 29, 2012) (NYS000439); Lahey Rebuttal Testimony (NYS000440);

Hopenfeld Rebuttal Testimony (RIV000114); Riverkeeper Exhibits RIV000103 to RIV000106, RIV000115 to RIV000119, and RIV000135 to RIV000141.

83 Licensing Board Order (Granting Unopposed Extension of Time) (May 16, 2012) (unpublished).

84 See Entergys Motion to Strike Portions of Intervenors Revised Statement of Position and Motion in Limine to Exclude Portions of the Pre-Filed Rebuttal Testimony and Exhibits for Contention NYS-26B/RK-TC-1B (Metal Fatigue) (July 30, 2012) (not publicly available on ADAMS).

arguments challenging the enforceability of Entergys commitments were not reasonably inferred from the bases of the admitted contention, and that Intervenors continued challenges to IPEC design basis fatigue calculations were outside of the scope of the contention and the proceeding.85 The Board denied Entergys motion in limine from the bench, with no further explanation.86 G. Deferral of the Evidentiary Hearings on NYS-26B/RK-TC-1B In early 2012, NRC Staff notified the Board and the parties that it could not then prepare a response on a related contention concerning embrittlement (NYS-25) due to pending Staff reviews of related issues, and that it also intended to issue SSER 2, which would issues related to embrittlement and metal fatigue.87 The Board ultimately moved NYS-26B/RK-TC-1B to the Track 2 deferred hearing.88 H. Intervenors 2015 Revised Evidentiary Submissions On November 6, 2014, the Staff issued Supplement 2 to its Safety Evaluation Report (SER) related to IPEC license renewal.89 The Board provided Intervenors with an opportunity to file new contentions or amend their existing Track 2 safety contentions following the publication of SSER 2.90 On February 13, 2015, Intervenors sought to supplement the bases for 85 See id.

86 See Hearing Transcript, Entergy Nuclear Operations, Inc. (Indian Point Nuclear Generating Units 2 & 3) at 1266 (Oct. 15, 2012).

87 Letter from S. Turk, Counsel for NRC Staff, to Administrative Judges, at 1-2 (Jan. 27, 2012), available at ADAMS Accession No. ML12027A115.

88 Licensing Board Order (Evidentiary Hearing Administrative Matters) (Sept. 14, 2012) (unpublished).

89 NUREG-1930, Supp. 2, Safety Evaluation Report Related to the License Renewal of Indian Point Nuclear Generating Plant, Units. 2 and 3 (Nov. 2014) (SSER 2), available at ADAMS Accession No. ML15188A383.

90 See Revised Scheduling Order at 2.

NYS-25 and NYS-38/RK-TC-5.91 Intervenors did not seek to amend NYS-26B/RK-TC-1B.

In accordance with the Boards Revised Scheduling Order of December 9, 2014,92 as modified on May 27, 2015,93 New York and Riverkeeper filed revised statements of position, written testimony with affidavits, and exhibits on June 9, 2015.

III. APPLICABLE LEGAL AND REGULATORY STANDARDS As demonstrated below, Entergys FMP and EAF evaluations fully meet the applicable requirements in 10 C.F.R. Part 54. In addition to lacking technical merit, Intervenors arguments in NYS-26B/RK-TC-1B are legally deficient, insofar as they stray beyond the limited scope of the license renewal rule, and seek actions beyond those required to fully satisfy the NRCs reasonable assurance standard in Part 54. Intervenors arguments also fail to: (1) overcome the special weight accorded to NRC Staff guidance documents, (2) carry the Intervenors burden of going forward on their contention, and (3) recognize that the use of commitments is an established part of the license renewal process.

A. 10 C.F.R. Part 54 Requirements

1. The License Renewal Review Is a Limited One Under 10 C.F.R. Part 54, the NRC Staffs license renewal review is limited in scope; i.e., it focuses on actions taken or proposed by the applicant to manage the effects of aging on passive, long-lived components during the PEOnot on the adequacy of a plants CLB.94 The 91 State of New Yorks Motion for Leave to Supplement Previously-Admitted Contention NYS-25 (Feb. 13, 2015)

(Second Motion to Amend), available at ADAMS Accession No. ML15044A498; State of New York and Riverkeepers Joint Motion for Leave to Supplement Previously-Admitted Joint Contention NYS-38/RK-TC-5 (Feb. 13, 2015), available at ADAMS Accession No. ML15044A500.

92 Revised Scheduling Order, at 2.

93 Order (Granting New Yorks Motion for an Eight-Day Extension of the Filing Deadline) (May 27, 2015).

94 See Turkey Point, CLI-01-17, 54 NRC at 7-9; see also Entergy Nuclear Operations, Inc. (Indian Point Nuclear Generating Units 2 & 3), CLI-15-6, 81 NRC __, slip op. at 8-9 (Mar. 9, 2015); 10 C.F.R. § 54.21(a)(1).

Commissions license renewal regulations reflect this long-standing, deliberate distinction between 10 C.F.R. Part 54 aging management issues on the one hand, and ongoing 10 C.F.R. Part 50 regulatory process (e.g., the adequacy of the plants design basis) on the other.95 This limited review is premised on the notion that, with the exception of aging management issues, ongoing NRC regulatory processes are adequate to ensure that the CLB of an operating plant provides and maintains an acceptable level of safety.96 Thus, any challenges to the adequacy of the IP2 and IP3 CLBs or the Staff's regulatory oversight processes must be rejected on legal grounds.97 Although Intervenors arguments are often vague, their evidentiary submissions raise certain issues that are clearly outside the limited scope of this license renewal proceeding. For example, the alleged need to consider shock loads in fatigue analyses, as cited by Dr. Lahey in his testimony on all three pending Track 2 contentions, involves concerns about postulated accidents or events that are beyond the IP2 and IP3 design bases.98 This is only one example of Intervenors impermissible, out-of-scope arguments.

Additionally, to the extent that Intervenors claim that EAF analyses of primary plant components beyond those with existing CLB cumulative usage factor evaluations are necessary, such claims, in effect, challenge the CLBs for IP2 and IP3, as the review of TLAAs for license renewal is limited to consideration of components with existing TLAAs.99 That is, certain in-scope plant components are subject to time-limited calculations or analyses that are part of the 95 See Turkey Point, CLI-01-17, 54 NRC at 7; see also id. at 9 (The current licensing basis . . . includes the plant-specific design basis information documented in the plants most recent Final Safety Analysis Report and any orders, exemptions, and licensee commitments that are part of the docket for the plants license . . . .).

96 See Final Rule, Nuclear Power Plant License Renewal, 56 Fed. Reg. 64,943, 64,946 (Dec. 13, 1991).

97 See Indian Point, CLI-15-6, 81 NRC __, slip op. at 8; 10 C.F.R. § 54.21(a)(1).

98 See, e.g., Intervenors Revised SOP at 26, 28 (NYS000529).

99 See Vt. Yankee, CLI-10-17, 72 NRC at 39 (TLAAs are existing analyses that are part of the plants [current licensing basis] . . . They are not new analyses . . . .) (emphasis in original).

CLB, known as TLAAs. TLAAs must be evaluated for the PEO. In doing so, an applicant must:

(i) show that the original TLAAs will remain valid for the PEO; (ii) revise and extend the TLAAs to be valid for a longer term, such as 60 years; or (iii) otherwise demonstrate that the effects of aging will be adequately managed during the renewal term.100 Therefore, as relevant to NYS-26/RK-TC-1, the EAF evaluations prepared by Westinghouse for IPEC appropriately address all those components with existing CLB cumulative usage factor TLAAs.

In a similar vein, the EAF evaluations are part of the FMP, the program that Entergy is using to resolve the cumulative usage factor TLAAs under 10 C.F.R. § 54.21(c)(iii). Contrary to Intervenors belief, the CUF analysis is a fatigue analysis, not a general analysis of all aging effects. Therefore, to the extent that Intervenors argue that irradiation embrittlement or other degradation mechanisms (which they claim act synergistically with metal fatigue) must be considered in EAF evaluations, their claims are challenges to the CLB and the license renewal rule, as implemented through NRC-approved AMPslike the FMPin NUREG-1801. In short, Intervenors are not permitted to expand the scope of Entergys EAF evaluations to include any components and any aging mechanisms and effects that Intervenors deem relevant.101

2. The Reasonable Assurance Standard Pursuant to 10 C.F.R. § 54.29(a), the NRC will issue a renewed license if it finds that the applicant has identified actions that have been taken or will be taken such that there is reasonable assurance that the activities authorized by the renewed license will continue to be conducted in 100 See 10 C.F.R. § 54.21(c)(1).

101 See Testimony of Entergy Witnesses Nelson F. Azevedo, Robert J. Dolansky, Alan B. Cox, Jack R. Strosnider, Timothy J. Griesbach, Randy G. Lott, and Mark A. Gray Regarding Contention NYS-25 (Embrittlement) § V.B (Aug. 10, 2015) (Entergys NYS-25 Testimony) (ENT000619). In the case of RVI internals, Entergy relies on the RVI AMP to manage the effects of aging on RVI components caused by all pertinent aging mechanisms, including the effects of fatigue, embrittlement, and stress corrosion cracking. See id.

accordance with the CLB.102 Longstanding precedent makes clear that the reasonable assurance standard does not require an applicant to meet an absolute or beyond a reasonable doubt standard.103 Rather, the Commission takes a case-by-case approach, applying sound technical judgment and verifying the applicants compliance with Commission regulations.104 Those regulations are not intended to demonstrate absolute assurance that structures and components will not fail, but rather that there is reasonable assurance that they will continue to perform their intended functions consistent with the CLB during the PEO.105 Intervenors seem to advocate a new, more stringent legal standard than the reasonable assurance standard codified in 10 C.F.R. Part 54. For example, Dr. Lahey claims that Entergy is obligated to maintain its present day licensing basis safety margins throughout the proposed 20-year PEO.106 He also objects to the acceptability of CUFen values that are just below unity.107 Dr. Hopenfeld similarly asserts that certain components with CUFen values near 1.0 can be expected to fail under design basis accidents.108 For component design purposes, ASME Code Section III requires that the CUF not exceed unity or 1.0; i.e., the total number of assumed cycles for design is not to exceed the allowable 102 10 C.F.R. § 54.29(a).

103 Oyster Creek, CLI-09-7, 69 NRC at 262 n.142; Commonwealth Edison Co. (Zion Station, Units 1 & 2), ALAB-616, 12 NRC 419, 421 (1980); N. Anna Envtl. Coal. v. NRC, 533 F.2d 655, 667-68 (D.C. Cir. 1976) (rejecting the argument that reasonable assurance requires proof beyond a reasonable doubt and noting that the licensing board equated reasonable assurance with a clear preponderance of the evidence).

104 See Oyster Creek, CLI-09-7, 69 NRC at 262 n.143, 263; Entergy Nuclear Generation Co. (Pilgrim Nuclear Power Station), CLI-10-14, 71 NRC 449, 465-66 (2010).

105 NUREG-1800, Rev. 1, Standard Review Plan for Review of License Renewal Applications for Nuclear Power Plants, Appx. A, at A.1-1 (Sept. 2005) (SRP-LR, Rev. 1) (NYS000195); NUREG-1800, Standard Review Plan for Review of License Renewal Applications for Nuclear Power Plants, Rev. 2, Appx. A at A.1-1(Dec. 2010)

(SRP-LR, Rev. 2) (NYS000161).

106 Lahey Rebuttal Testimony at 11 (NYS000440).

107 Revised Lahey Testimony at 66 (NYS000530).

108 Supplemental Hopenfeld Report at 2 (RIV00144).

number of stress cycles, consistent with the fatigue design criteria. A CUF of less than one provides reasonable assurance that the component will not fail by fatigue cracking during its operation. Under 10 C.F.R. § 50.55a, the NRC has established that maintaining a CUF less than the ASME Code design limit of 1.0, in accordance with ASME Code design rules, provides reasonable assurance of public health and safety.109 Thus, the notion that, in order to preserve design basis margin, the CUFen cannot be just below unity when projected to the end of the PEO is tantamount to changing the established design limit in the CLB to a lower value.110 This is neither part of the license renewal process nor necessary to the NRCs reasonable assurance determination under 10 C.F.R. Part 54.

Moreover, the design CUF value is not indicative of the current condition of any component, or of any potential for fatigue cracking at the present time. Instead, it represents a calculation of the condition at the end of life, assuming that every postulated transient included in the EAF analysis has taken place. A CUF value greater than 1.0 indicates that, after all of the postulated transients have taken place, there is a potential for cracking at the affected location.

However, exceeding the criterion does not necessarily meanas Intervenors suggestthat the component will exhibit fatigue cracking, given the well-known, proven margins and conservatisms in the analytical processwhich Intervenors witnesses fail to acknowledge. Thus, Intervenors arguments are inconsistent with the NRCs reasonable assurance standard.

B. License Renewal Guidance Intervenors argue that due to the alleged absence of comprehensive, accurate metal fatigue calculations, Entergy has failed to define specific criteria to assure that susceptible components 109 See Entergy's Testimony at A74 (ENT000679).

110 See id.

are inspected, monitored, repaired, or replaced in a timely manner.111 They further assert that once components with high CUFen values have been properly identified, Entergy must describe a fatigue management plan for each such component that should, at a minimum, rank components with respect to their consequences of failure, establish criteria for repair versus defect monitoring, and establish criteria for the frequency of the inspection.112 In making those arguments, Intervenors ignore the fact that Entergys FMP is based on, and has been found by the NRC Staff to be consistent with, the relevant recommendations in the NRCs two primary license renewal guidance documentsNUREG-1801, the Generic Aging Lessons Learned Report or GALL Report,113 and NUREG-1800, the Standard Review Plan for Review of License Renewal Applications for Nuclear Power Plants, or SRP-LR.114 Programs that are consistent with NUREG-1801 are accepted by the Staff as adequate to meet the license renewal rule.115 The Commission, in fact, has held that a license renewal applicants use of the guidance in NUREG-1801 satisfies regulatory requirements under 10 C.F.R. Part 54;116 i.e.,

an applicants use of an AMP identified in NUREG-1801 constitutes reasonable assurance that it 111 Intervenors' Revised SOP at 48 (NYS000529).

112 Id.

113 See generally NUREG-1801, Rev. 1 (NYS00146A-C); NUREG-1801, Rev. 2 (NYS00147A-D).

114 See generally SRP-LR, Rev. 1 (NYS000195); SRP-LR, Rev. 2 (NYS000161). The SRP-LR provides guidance to NRC staff for conducting their review of LRAs and provides acceptance criteria for determining whether the applicant has met the regulatory requirements for license renewal. See SRP-LR, Rev. 2 at 1-3 (NYS00161).

NUREG-1801 provides the technical basis for the SRP-LR and contains the NRC Staffs generic evaluation of programs that manage the effects of aging during the PEO in accordance with Part 54s requirements. See NUREG-1801, Rev. 1, at 3-4 (NYS00146A).

115 See NUREG-1800, Rev. 1 at 3 (NYS000161). The Commission has endorsed NUREG-1801 because it is based on extensive research and evaluation of operating experience derived from a comprehensive set of sources. See NUREG-1801, Rev. 2, at 2-3 (NYS00147A). NUREG-1801 was also subject to extensive stakeholder review and comment. See id. Neither NYS nor Riverkeeper, however, submitted comments to the NRC for consideration in NUREG-1801, Rev. 2. See NUREG-1950, Disposition of Public Comments and Technical Bases for Changes in the License Renewal Guidance Documents NUREG-1801 and NUREG-1800, at IV-1 to IV-21 (Apr. 2011) (ENT000528) (listing public comments on changes to NUREG-1801 and NUREG-1800).

116 See, e.g., AmerGen Energy Co., LLC (Oyster Creek Nuclear Generating Station), CLI-08-23, 68 NRC 461, 468 (2008).

will manage the targeted aging effect during the renewal period.117 When the NRC develops a guidance document to facilitate compliance with NRC regulations, that document is entitled to special weight in NRC proceedings,118 Intervenors have provided no reason to set aside the special weight to be accorded NUREG-1801, or to question the consistency of Entergy's FMP with the recommendations in NUREG-1801.

C. Burden of Proof At the hearing stage, an intervenor has the initial burden of going forward; that is, it must provide sufficient, probative evidence to establish a prima facie case for the claims made in the admitted contention.119 The mere admission of a contention does not satisfy this burden.120 If the Intervenors do establish a prima facie case on a particular claim, then the burden shifts to Applicant to provide sufficient evidence to rebut the intervenors contention.121 117 See id. (emphasis added); see also Seabrook, CLI-12-05, 75 NRC at 314 (If the NRC concludes that an aging management program (AMP) is consistent with the GALL Report, then it accepts the applicants commitment to implement that AMP, finding the commitment itself to be an adequate demonstration of reasonable assurance under section 54.29(a).); Vt. Yankee, CLI-10-17, 72 NRC at 36 (holding that a commitment to implement an AMP that the NRC finds is consistent with NUREG-1801 constitutes an acceptable method for compliance with 10 C.F.R. § 54.21(c)(1)(iii).).

118 Indian Point, CLI-15-6, 81 NRC __, slip op. at 19; Seabrook, CLI-12-05, 75 NRC 314 n.78.

119 Oyster Creek, CLI-09-07, 69 NRC at 269 (quoting Consumers Power Co. (Midland Plant, Units 1 & 2), ALAB-123, 6 AEC 331, 345 (1973) (The ultimate burden of proof on the question of whether the permit or license should be issued is . . . upon the applicant. But where . . . one of the other parties contends that, for a specific reason . . . the permit or license should be denied, that party has the burden of going forward with evidence to buttress that contention. Once he has introduced sufficient evidence to establish a prima facie case, the burden then shifts to the applicant who, as part of his overall burden of proof, must provide a sufficient rebuttal to satisfy the Board that it should reject the contention as a basis for denial of the permit or license.) (emphasis in original)); see also Vt. Yankee Nuclear Power Corp. v. Natural Res. Def. Council, 435 U.S. 519, 554 (1978)

(upholding this threshold test for intervenor participation in licensing proceedings); Phila. Elec. Co. (Limerick Generating Station, Units 1 & 2), ALAB-262, 1 NRC 163, 191 (1975) (holding that the intervenors had the burden of introducing evidence to demonstrate that the basis for their contention was more than theoretical).

120 See Oyster Creek, CLI-09-07, 69 NRC at 268-70.

121 See, e.g., id. at 269; La. Power & Light Co. (Waterford Steam Elec. Station, Unit 3), ALAB-732, 17 NRC 1076, 1093 (1983) (citing Midland, ALAB-123, 6 AEC at 345); see also 10 C.F.R. § 2.325.

At the admissibility stage, the petitioner has the ironclad obligation to examine the available documentation with sufficient care to support the foundation for a contention.122 This obligation applies with equal, if not greater force, at the hearing stage.123 As will be further explained below, the Intervenors and their witnesses often disregard or misconstrue key documents (many of which have been proffered by Intervenors themselves) demonstrating the adequacy of Entergys FMP. Intervenors, therefore, have failed to meet their burden of going forward with evidence to support NYS-26B/RK-TC-1B.

To prevail, the Applicants position must be supported by a preponderance of the evidence.124 Through its expert testimony and supporting evidence, Entergy has done so here.

IV. ENTERGYS WITNESSES Entergys testimony on NYS-26B/RK-TC-1B is sponsored by the witnesses identified below. The testimony, opinions, and evidence presented by these Entergy witnesses are based on their technical and regulatory expertise, professional experience, and personal knowledge of the issues raised in NYS-26B/RK-TC-1B. In contrast, Intervenors experts, Drs. Lahey and Hopenfeld, do not appear to have experience in fatigue analysis, under the ASME Code or otherwise. Indeed, the Board has recognized that Dr. Hopenfeld has limited experience in ASME Code Section III fatigue analysis.125 122 See Duke Power Co. (Catawba Nuclear Station, Units 1 & 2), ALAB-687, 16 NRC 460, 468 (1982), vacated in part on other grounds, CLI-83-19, 17 NRC 1041 (1983).

123 See Entergy Nuclear Operations, Inc. (Indian Point, Units 2 & 3), LBP-13-13, 78 NRC 246, 301 & 301 n.308 (2013) (rejecting an experts claims based on some averages and a gut feeling, rather than a thorough review of available documentation).

124 See Diablo Canyon, ALAB-763, 19 NRC at 577; Oyster Creek, CLI-09-07, 69 NRC at 262.

125 See Ruling on Motions in Limine at14-15; accord Entergy Nuclear Vt. Yankee LLC and Entergy Nuclear Operations, Inc. (Vt. Yankee Nuclear Power Station), Docket No. 50-271-LR, Hearing Transcript at 832-33 (Jul.

21, 2008), available at ADAMS Accession No. ML082320362 (ENT000369) (recording Dr. Hopenfelds admission that he lacks expertise in stress numerical analysis).

Collectively, Entergys witnesses will demonstrate that NYS-26B/RK-TC-1B lacks merit.

A. Mr. Nelson F. Azevedo Nelson Azevedos professional and educational qualifications are summarized in his curriculum vitae.126 Mr. Azevedo is employed by Entergy as the Supervisor of Code Programs at IPEC. He holds a Bachelor of Science degree in Mechanical and Materials Engineering from the University of Connecticut, and a Master of Science in Mechanical Engineering and Master of Business Administration (M.B.A.) degrees from the Rensselaer Polytechnic Institute (RPI) in Troy, New York. Mr. Azevedo has 30 years of professional experience in the nuclear power industry. In his current position, he oversees the IPEC engineering section responsible for implementing American Society of Mechanical Engineers (ASME) Code programs, including the fatigue monitoring, inservice inspection, inservice testing, flow-accelerated corrosion, snubber testing, boric acid corrosion control, non-destructive examination, steam generators, buried piping, alloy 600 cracking, reactor vessel embrittlement, reactor vessel internals, welding, and 10 C.F.R. Part 50, Appendix J containment leakrate programs. In addition to those duties he is responsible for ensuring compliance with the ASME Code,Section XI requirements for repair and replacement activities at IPEC and represents IPEC before industry organizations, including the pressurized water reactor (PWR) Owners Group Management Committee.

During his career, Mr. Azevedo has performed pipe stress analyses, finite element analysis of large components, ASME Code Section XI flaw evaluations, and ASME Code Section III, Class 1 fatigue analyses. He reviewed Westinghouses draft environmental fatigue evaluations for IP2 and IP3 discussed below. Accordingly, Mr. Azevedo is qualified through knowledge, skill, 126 See Curriculum Vitae for Nelson F. Azevedo (ENT000032).

directly-relevant experience, training, and education to provide expert witness testimony on the Entergy FMP and fatigue analyses.

B. Mr. Alan B. Cox Alan Coxs professional and educational qualifications are summarized in his curriculum vitae.127 In brief, he holds a Bachelor of Science degree in Nuclear Engineering from the University of Oklahoma and a Master of Business Administration (M.B.A.) from the University of Arkansas at Little Rock. He is currently a consultant to Entergy, but before retiring in 2015 from Entergy he was Technical Manager for License Renewal at Entergy. Mr. Cox has more than 34 years of experience in the nuclear power industry, having served in various positions related to engineering and operations of nuclear power plants, including several years as a licensed reactor operator and a senior reactor operator. Since 2001, he has worked full-time on license renewal matters, supporting the integrated plant assessment and LRA development for Entergy license renewal projects, as well as projects for other utilities.

As Technical Manager, Mr. Cox was directly involved in preparing the LRA and developing or reviewing AMP descriptions for IP2 and IP3, including the FMP for IPEC. He has also been directly involved in developing or reviewing Entergy responses to NRC Staff Requests for Additional Information (RAI) concerning the LRA and necessary amendments or revisions to the application. Accordingly, he has extensive knowledge of the IPEC FMP, including the description of that program in the LRA and other related documentation discussed below. Thus, Mr. Cox is qualified through knowledge, skill, directly-relevant experience, training, and education to provide expert witness testimony on the Entergy FMP.

127 See Curriculum Vitae for Alan B. Cox (ENTR00031).

C. Mr. Jack R. Strosnider, Jr.

Jack Strosniders professional and educational qualifications are summarized in his curriculum vitae.128 Mr. Strosnider holds a Bachelor of Science degree and a Master of Science degree, both in Engineering Mechanics from the University of Missouri at Rolla, and an M.B.A.

degree from the University of Maryland. Mr. Strosnider is a Senior Nuclear Safety and Licensing Consultant with Talisman International, LLC. Prior to April 2007, he was employed for 31 years by the NRC. During that time, he held numerous senior management positions at the NRC, including Director of the Office of Nuclear Material Safety and Safeguards, Deputy Director of the Office of Nuclear Regulatory Research, and Director of the Division of Engineering in the Office of Nuclear Reactor Regulation (NRR).

Mr. Strosnider has extensive experience in developing and applying NRC regulations and programs addressing the aging of nuclear power plant structures and components. He has directed engineering reviews and the preparation of SERs for license renewal and was also responsible for research programs related to environmental effects on reactor component cracking; licensing reviews associated with resolution of Generic Safety Issue (GSI) 190, Fatigue Evaluation of Metal Components for 60-Year Plant Life; and the evaluation of the effects of fatigue on reactor components. Thus, Mr. Strosnider is qualified through knowledge, skill, directly-relevant experience, training, and education to provide expert witness testimony on the NRC regulatory requirements relating to fatigue and criteria necessary to satisfy those requirements.

128 See Curriculum Vitae for Jack R. Strosnider, Jr (ENTR00184).

D. Dr. Randy G. Lott Randy Lotts professional and educational qualifications are summarized in his curriculum vitae.129 In brief, he holds a Bachelor of Science in Engineering degree in nuclear engineering from the University of Michigan, and Master of Science and Doctor of Philosophy degrees in nuclear engineering from the University of Wisconsin. Currently, he is a Consulting Engineer at Westinghouse Electric Co and has more than 35 years of experience in nuclear materials and radiation effects.

Dr. Lott has extensive experience with post-irradiation evaluation of reactor components, and has been actively involved in the design and implementation of aging management programs for reactor internals. His work on aging management strategies was incorporated into MRP-227-A, which was in turn incorporated into the GALL Report. Thus, Dr. Lott is qualified through knowledge, skill, directly-relevant experience, training, and education to provide expert witness testimony on RVI fatigue analysis in support of the IPEC license renewal application.

E. Mr. Mark A. Gray Mark Grays professional and educational qualifications are summarized in his curriculum vitae.130 Mr. Gray is a Principal Engineer in the Primary Systems Design and Repair group at Westinghouse. He holds Master of Science and Bachelor of Science degrees in Mechanical Engineering from the University of Pittsburgh and has over 30 years of experience in the nuclear power industry. His principal work activities include the evaluation of the structural integrity of primary system piping and components, including the development of plant life extension and monitoring programs and analysis. He participated in the development and application of 129 See Curriculum Vitae for Randy G. Lott (ENT00168).

130 See Curriculum Vitae for Mark A. Gray (ENTR00186).

transient and fatigue monitoring algorithms and software for the WESTEMS' Transient and Fatigue Monitoring System, and collaborated with vendors outside Westinghouse in the development of transient and fatigue monitoring systems.

He co-authored the Westinghouse Owners Group (WOG) Generic Technical Report on Aging Management for Pressurizers, contributed to a similar report covering RCS Piping, and represented Westinghouse before the NRC in their review of the generic reports. He has contributed to development of transient and fatigue monitoring programs for more than ten U.S.

operating facilities. During the preparation of the EAF analyses for IPEC license renewal, Mr.

Gray provided general technical direction for the engineers performing the EAF analyses, and either co-authored or reviewed the resulting Westinghouse environmental fatigue reports, referred to as WCAP reports. For these reasons, Mr. Gray is qualified through knowledge, skill, directly-relevant experience, training, and education to provide expert witness testimony on fatigue analysis and management issues, including the revised EAF analyses and the use of WESTEMSTM in support of the IPEC license renewal application.

F. Mr. Barry M. Gordon Barry Gordons professional and educational qualifications are summarized in his curriculum vitae.131 In brief, he holds a Master of Science degree in Metallurgy and Material Science from Carnegie Mellon University. Currently, he is an Associate at Structural Integrity Associates, Inc., and has more than 45 years of experience and expertise in materials corrosion behavior in nuclear power plant environments. Mr. Gordon is a Corrosion Specialist and Fellow at the National Association of Corrosion Engineers (NACE) International, and has taught a class on Corrosion and Corrosion Control in LWRs at the NRC for over a decade.

131 See Curriculum Vitae for Barry M. Gordon (ENT000680).

Prior to joining Structural Integrity Associates, he spent 23 years at GE Nuclear Energy focusing on intergranular stress corrosion cracking (IGSCC) of austenitic stainless steels and nickel base alloys. Thus, Mr. Gordon is qualified through knowledge, skill, directly-relevant experience, training, and education to provide expert witness testimony on the metallurgical and corrosion aspects of Entergys FMP in support of the IPEC LRA.

V. ENTERGYS EVIDENCE AND ARGUMENTS A. General Overview of Entergys Testimony In their prefiled testimony, Entergys expert witnesses explain why the FMP set forth in Entergys LRA for IP2 and IP3 provides reasonable assurance that, consistent with the CLB and considering environmental effects, the CUFs for components comprising the reactor coolant pressure boundary and the RVIs will not exceed 1.0 at any time during the PEO, thereby providing reasonable assurance that those components will continue to perform their intended functions.

Specifically, Entergys experts provide testimony on metal fatigue and the relevant NRC regulations and guidance.132 They also provide an overview of the LRA as it relates to the issue of metal fatigue,133 a summary of the NRC Staffs review of the LRA on this topic,134 and an overview of the EAF analyses conducted by Westinghouse in support of the IPEC LRA and Entergys FMP.135 Entergys experts show that the FMP is consistent with NUREG-1801, Revision 1, and that is also meets the intent of NUREG-1801, Revision 2.136 These facts carry 132 See Entergy Testimony § IV (ENT000679).

133 See id. § V.A.

134 See id. § V.B.

135 See id. § V.C.

136 See id. at A46, A48, A52, A93, A101, A105, A122, A234.

special weight in support of the NRCs determination that Entergys FMP meets the requirements of 10 C.F.R. Part 54.137 As summarized below, Entergys experts refute the Intervenors evidence point by point, thereby demonstrating that the issues raised in NYS-26B/RK-TC-1B and the Intervenors associated evidentiary submissions lack factual and technical merit. Most critically, Entergys witnesses explain that Dr. Hopenfeld and Dr. Lahey misconstrue certain fundamental principles of fatigue analysis, such as the objective of a CUFen calculationwhich is to determine whether or not the CUFen exceeds 1.0 during the PEO and not to calculate a precise value below 1.0.138 Dr.

Hopenfeld and Dr. Lahey further conflate the margin required in ASME Code fatigue evaluations with conservatisms that remain at the discretion of the analyst.139 They also conflate analytical simplification or uncertainty with non-conservatism.140 However, Entergys experts demonstrate that the refined EAF analysesconsistent with established engineering standards and practices contain considerable conservatisms and design margin, both in the selection of input parameters and in the conduct of the analyses.141 Entergys witnesses demonstrate that the refined IPEC EAF 137 See, e.g., Indian Point, CLI-15-6, slip op. at 19; Seabrook, CLI-12-05, 75 NRC 314 n.78.

138 See, e.g., Entergy Testimony at A157 (ENT000679) (An EAF analysis is intended to demonstrate, with conservatism, whether the CUFen of each analyzed component exceeds 1.0. The WESTEMS' model is biased, by design, toward conservative evaluation parameters, not accurate evaluation parameters.); id. at A206 (Under the GALL Report, the acceptance criterion for the Fatigue Monitoring AMP is that the CUFen values, calculated using an acceptable methods provided in the GALL Report, remain below the fatigue design limit of 1.0 specified in the ASME Code and the regulations.).

139 See Entergy's Testimony § IV.A.2 (ENT000679).

140 The Commission itself has acknowledged this distinction. See FirstEnergy Nuclear Operating Co. (Davis-Besse Nuclear Power Station, Unit 1), CLI-12-8, 75 NRC 393, 416 (2012) (As Judge Trikouros stated at the prehearing conference, merely because a computer model may be simpler does not mean that it would be less conservative . . . because sometimes the simpler model gives higher doses than the more complex model.). In this case, Intervenors speculate, that WESTEMS may be nonconservative. Revised Lahey Testimony at 73 (NYS000530). However, as Entergy's experts explain, the WESTEMS' software uses standard ASME Code stress and fatigue analysis methods, which contain considerable margin and conservatisms. See Entergy's Testimony at A50 (ENT000679).

141 See Entergy Testimony, § IV.A.2 ((ENT000679).

analyses are sufficiently conservative to address the uncertainties that Drs. Lahey and Hopenfeld speculate have been unaddressed and therefore provide reasonable assurance that each analyzed component will not experience fatigue crack initiation during the PEO for each IPEC unit.

B. The Scope of Entergys Limiting Locations Review and EAF Evaluations Is Comprehensive and Consistent with NRC Regulations and Guidance In Section V.C of their testimony, Entergys witnesses provide an overview of the EAF evaluations conducted in support of the IPEC LRA and FMP. As they explain, Entergy first prepared an initial fatigue screening evaluation in its 2007 LRA.142 To satisfy Commitment 33, Entergy retained Westinghouse to perform comprehensive refined EAF analyses for all locations identified in NUREG/CR-6260. Those analyses were completed in 2010.143 Additionally, to address the subsequent Commitments 43 and 49 and to meet the intent of NUREG-1801, Revision 2, Entergy retained Westinghouse to review its design basis ASME Code fatigue evaluations to determine whether the NUREG/CR-6260 locations are the limiting locations for IPEC. This limiting locations review was a comprehensive new evaluation of all non-NUREG/CR-6260 IP2 and IP3 components with CLB CUF evaluations, including RVIs, and it confirmed that CUFen values for all limiting locations at IPEC are not projected to exceed 1.0 at any time during the PEO.144 This review further supports the comprehensive scope and adequacy of the Entergy FMP, by providing additional assurance that the CLB will be maintained throughout the PEO.145 142 See Entergys Testimony at A122 (ENT000679).

143 See id. (citing WCAP-17199, Rev. 1 (ENT000681); WCAP-17200, Rev. 1 (ENT000682)).

144 See id. at A48.

145 See id. at A234.

The limiting locations review included an initial screening review, completed in 2012,146 following by refined evaluations of the non-NUREG/CR-6260 locations and RVIs that were identified as potentially leading locations in the 2012 CN-PAFM-12-35 screening analysis.147 These evaluations were completed in 2013 for IP2, and 2015 for IP3.148 The sequence and primary supporting analyses for the major evaluations discussed above are summarized in the chart below.

2007: 6260 Locations Screening LRA For original application 2010: 6260 Locations Refined WCAP-17199 & 17200 For Commitment 33 2012: Additional Locations Screening CN-PAFM-12-35 For Commitments 43 & 49 2013: Additional Locations Refined (IP2)

CN-PAFM-13-32, Rev. 1 For Commitments 43 & 49 2015: Additional Locations Refined (IP3)

CN-PAFM-13-32, Rev. 3 For Commitments 43 & 49 Thus, insofar as Intervenors witnesses generally claim that Entergy was required to expand the scope of components reviewed for EAF once the LRA showed a CUFen value greater than 1.0, their claim is moot.149 Consistent with Commitments 43 and 49, Entergy expanded the 146 See id. (citing Westinghouse Calculation Note CN-PAFM-12-35, Rev. 1, Indian Point Unit2 and Unit 3 EAF Screening Evaluations (Nov. 26, 2012) (Westinghouse Calculation Note NC-PAFM-12-35) (NYS000510)).

147 See id. at A53 (citing Westinghouse, Calculation Note CN-PAFM-13-32, Rev. 3, Indian Point Unit 2 (IP2) and Unit 3 (IP3) Refined EAF Analyses and EAF Screening Evaluations (June 25, 2015) (Westinghouse Calculation Note CN-PAFM-13-32, Rev. 3) (ENT000683)).

148 See id.

149 See, e.g., Lahey Report at 25-26 (NYS000296), Hopenfeld Report at 24 (RIV000035).

scope of its EAF evaluations to cover all design basis ASME Code Class 1 fatigue evaluations and all RVI components with CLB CUF analyses.150 Dr. Hopenfelds claim that Entergy must reconsider the CLB for IP2 and IP3 and prepare CUF (or CUFen) evaluations for additional non-CLB CUF locations151 is a challenge to the license renewal rule and the CLB.152 Under 10 C.F.R. § 54.21(c)(1)(iii), the FMP is intended to manage the effects of aging addressed by fatigue TLAAs that are part of the CLB for IP2 and IP3.153 Thus, any argument that Entergy must perform EAF evaluations for non-CLB CUF locations is impermissible.154 Moreover, to the extent that Dr. Hopenfeld and Dr. Lahey seek EAF evaluations of secondary plant components,155 such components are not part of the reactor coolant pressure boundary and are not exposed to the reactor water environment.156 Therefore, an EAF evaluation of secondary components is not required, necessary, or even logical.157 In any event, aging effects applicable to those steam generator secondary side components, for example, are managed under the Water Chemistry Control - Primary and Secondary Program and the Steam Generator Integrity 150 See Entergys Testimony at A124 (ENT000679).

151 Hopenfeld Report at 24 (RIV000035).

152 See Pilgrim, CLI-10-14, 71 NRC at 461; Oyster Creek, CLI-09-7, 69 NRC at 270; see also NUREG-1801, Rev.

1 at X M-1 (NYS00146C) (In order not to exceed the design limit on fatigue usage . . . .) (emphasis added).

153 See Vt. Yankee, CLI-10-17, 72 NRC at 39 (explaining that TLAAs are existing analyses that are part of the plants CLB); NUREG-1801, Rev. 1 at X M-1 (NYS00146C).

154 In any event, Entergys witnesses also explain why, as a technical matter, there is no reason why the set of CLB CUF locations needs to be reconsidered for license renewal. See Revised Testimony of Entergy Witnesses Nelson F. Azevedo, Robert J. Dolansky, Alan B. Cox, Jack R. Strosnider, Timothy J. Griesbach, Barry M.

Gordon, Randy G. Lott, and Mark A. Gray Regarding Contention NYS-38/RK-TC-5 (Safety Commitments) at A119 (Aug. 10, 2015) (Entergys Testimony on NYS-38/RK-TC-5) (ENT000699).

155 Hopenfeld Report at 24 (RIV000035).

156 See Entergys Testimony at A124 (ENT000679) (citing GSI-190 Closeout Memorandum, Attach. 2, at 1 (ENT000190)).

157 See id. (citing GSI-190 Closeout Memorandum Attach. 2, at 1 (ENT000190); NUREG-1801, Revision 1, at X.M1 (Thus, no further evaluation is recommended for license renewal if the applicant selects this option under 10 CFR 54.21(c)(1)(iii) to evaluate metal fatigue for the reactor coolant pressure boundary) (NYS00146C)).

Program.158 The Steam Generator Integrity Program includes processes for monitoring and maintaining secondary side components, through visual inspections of feedwater rings for evidence of degradation from corrosion phenomena (e.g., primary water stress corrosion cracking (PWSCC)) and other mechanically-induced phenomena (e.g., fatigue) performed by qualified personnel using approved non-destructive examination processes and procedures.159 The adequacy of these programs is unchallenged in this contention.

C. The 2010 EAF Analyses for NUREG/CR-6260 Locations Conservatively Demonstrate that the CUFen Values for the NUREG/CR-6260 Locations at IPEC Do Not Exceed 1.0 Intervenors claim that (1) the WESTEMSTM methodology is technically deficient, (2) the input values chosen by Entergy for use in the WESTEMSTM computer program are technically indefensible and understate the extent of metal fatigue; and (3) the range of components for which the CUFen calculations are proposed to be conducted is too narrow.160 In Section V.D. of its prefiled testimony, Entergys witnesses refute these claims, and show, among other things, that the WESTEMSTM methodology is consistent with standard ASME Code analysis methods and contains substantial margin and conservatisms in input values and other aspects of the analysis.

158 See LRA Tbls. 3.1.2-4-IP2, 3.1.2-4-IP3 (ENT00015A); id. App. B at B-118, B-137 (ENT00015B).

159 See id. App. B at B-118 (ENT00015B); SER at 3-115 to 3-116 (NYS00326B).

160 Intervenors Revised SOP at 17 (NYS000529).

The major documents supporting the 2010 Westinghouse EAF analyses for IPEC components are summarized in Tables 1 and 2 of Entergys prefiled testimony.170 161 162 See Entergys Testimony at A130 (ENT000679).

163 See id.

164 See id.

165 See id.

166 See id.

167 NUREG/CR-6583, Effects of LWR Coolant Environments on Fatigue Design Curves of Carbon and Low-Alloy Steels (Mar. 1998) (NUREG/CR-6583) (NYS000356).

168 NUREG/CR-5704, Effects of LWR Coolant Environments on Fatigue Design Curves of Austenitic Stainless Steels (Apr. 1999) (NUREG/CR-5704) (NYS000354) 169 See Entergys Testimony at A130 (ENT00679).

170 See id. at A132 (ENT000679).

The 60-year fatigue results for the critical component locations are provided in Tables 5-8 through 5-14 of WCAP-17199 and WCAP-17200.171 Westinghouse determined that, for IP2 and IP3, the refined CUFen values for pressurizer surge line piping, RCS piping charging system nozzle, RCS piping safety injection nozzle, and RHR Class 1 piping all are below 1.0 when projected to the end of the PEO.172 The refined CUFen values supersede the screening values contained in the April 2007 LRA. As discussed in the sections that follow, Intervenors and their witness fail to identify any deficiencies, much less material errors, in the methods and assumptions used in the IPEC EAF analyses.

1. Intervenors Critique of the IPEC EAF Evaluations Lacks Merit

a. Entergy and Westinghouse Conservatively Estimated the Number of Past and Future Transients for Each Analyzed Component Intervenors first critique of the EAF evaluations is that Entergy has not adequately considered either past or future transients at Indian Point.173 That argument finds no support in the record evidence. On the contrary, the Westinghouse EAF evaluations provide ample documentation on the past transients used in the EAF analyses. In general, Westinghouse reviewed the IP2 and IP3 plant operating records to determine when the plant was at power operation and when the plant was shut down.174 Available plant computer data were used to 171 See WCAP-17199, Rev. 1 at 5-26, 5-28, 5-32, 5-35, 5-39, 5-41, 5-45 (ENT000681); WCAP-17200, Rev. 1 at 5-26, 5-28, 5-32, 5-35, 5-39, 5-41, 5-45 (ENT000682)).

172 See NL-10-082, Attach. 1 at 2-4 (NYS000352).

173 Intervenors Revised SOP at 36 (NYS000529).

174 See generally WCAP-12191, Rev. 4, Transient and Fatigue Cycle Monitoring Program Transient History Evaluation Report for Indian Point Unit 2 (Dec. 2014) (ENT000689); WCAP-16898, Rev. 1, Transient and Fatigue Cycle Monitoring Program Transient History Evaluation for Indian Point Unit 3 (May 2015)

(ENT000690).

characterize plant cycles.175 When sufficient data were not available, appropriate alternatives were used, based on a review of plant history and operating procedures.176

i. Past Transients Have Been Appropriately Considered for IPEC With respect to past transients for the IP3 pressurizer surge line in particular, Dr.

Hopenfeld claims that Entergy has completely failed to show or justify that the number of past transients were developed appropriately based on data from IPEC and other plants.181 He is incorrect. It is true that, for IP3, there were no available plant computer data to represent 175 See id.

176 See, e.g., Westinghouse Calculation Note CN-PAFM-09-64 at 6 (RIV000055).

177 181 Hopenfeld Report at 19 (RIV000035).

pressurizer surge line transients early in plant life.182 However, Westinghouse reasonably addressed that issue, as documented in Westinghouse Calculation Note CN-PAFM-09-64 (RIV000055).183 Dr. Hopenfelds statements do not directly take issue with this process, and certainly do not undermine the validity of and conservatism in this process.

ii. Future Transients Have Been Appropriately Considered for IPEC Dr. Hopenfeld also objects to the straight-line extrapolation of the number of plant transients from 40 to 60 years, claiming that the bathtub curve better represents the number of transients that will be experienced during the PEO.187 As a threshold matter, Entergys experts note that there is no logical basis to conclude that IP2 or IP3 would be subjected to an increasing number of cycles as the units approach 60 years of operation.188 Regardless, as they further explain, Entergys FMP for IPEC does not simply rely on straight-line extrapolation of 182 See Entergys Testimony at A140 (ENT000679).

183 See id.

184 See id. (citing 187 See Hopenfeld Report at 19-20 (RIV000035).

188 See Entergys Testimony at A141 (ENT000679).

transients. As part of the FMP, Entergy tracks all operating cycles used to calculate the CUFen and, by doing so, ensures that the numbers of actual cycles through 60 years do not exceed the numbers of cycles assumed in the fatigue analysis.189 Dr. Hopenfeld postulates that future plant operating changes could result in increased numbers of cycles.190 If that occurs, or if the analyzed number of cycles is approached for some other reason (such that actual cycles are expected to exceed the number analyzed), then under the FMP, Entergy will reevaluate in advance the fatigue analysis for the affected components to ensure that the CUFen does not exceed 1.0.191 Consistent with 10 C.F.R. §§ 54.21(a)(3) and (c)(1)(iii), those components which cannot be demonstrated to comply with a CUF of 1.0 based on such a re-analysis will be repaired or replaced to ensure they meet required structural capabilities.192 Thus, Dr. Hopenfelds speculation about the bathtub curve is irrelevant.

b. Entergy and Westinghouse Used Conservatively Large Heat Transfer Coefficients to Maximize the Postulated Analyzed Temperature Gradient Across Each Analyzed Component Intervenors experts also allege deficiencies in the heat transfer coefficients used in the EAF analyses.193 As a threshold matter, Entergys experts explain that though heat transfer is a factor in the calculation of transient thermal stress, the major factor controlling thermal fatigue 189 See LRA, App. B at B-44 (ENT00015B).

190 See Hopenfeld Report at 19-20 (RIV000035).

191 See Entergys Testimony at A141 (ENT000679) (citing SER at 3-79, 4-44 (NYS00326B, NYS00326E); NL 084, Letter from Fred R. Dacimo, Entergy, to NRC, Reply to Request for Additional Information Regarding License Renewal Application - Time-Limited Aging Analyses and Boraflex, Attach. 1 at 4 (May 16, 2008)

(NL-08-084) (ENT000194)).

192 See id. Pursuant to Commitment 33, if Entergy does not demonstrate valid projected CUFen values below 1.0 via refined CUFen analyses (Option 1), then Entergy must repair or replace the affected locations before exceeding a CUF of 1.0. Repair or replacement of a component, if necessary, also would be accomplished in accordance with established plant procedures that are governed by Entergys QA program, as credited in the SER. See SER at 3-216 (NYS00326C). As required by 10 C.F.R. § 50.55a, repair and replacement will be accomplished in accordance with the applicable requirements of ASME Code Section XI, Inservice Inspection of Nuclear Power Plant Components. See NL-08-084, Attach. 1 at 4 (ENT000194); SER at 3-173 to -189 (NYS000326C).

193 See, e.g., Hopenfeld Report at 13, 17 (RIV000035); Supplemental Lahey Report at 6 (NYS000297).

damage is the magnitude of the variation in temperature.194 In any event, for the reasons detailed in Entergys testimony and summarized below, Dr. Hopenfelds and Dr. Laheys statements regarding heat transfer coefficients are not supported by the record or general engineering principles.

Dr. Hopenfeld suggests that Entergy has not provided sufficient information to allow for meaningful comment on the heat transfer calculations, including actual equations employed to determine the heat transfer coefficients.195 Dr. Hopenfeld is mistaken.

194 See Entergys Testimony at A143 (ENT000679).

195 Hopenfeld Report at 17 (RIV000035).

196 See Entergys Testimony at A144 (ENT000679).

197 See id.

198 See id.

199 See id. Entergys testimony discusses the heat transfer components used for specific components (i.e., the surge line hot leg nozzles, pressurizer surge nozzles, boron injection tank, and the accumulator nozzles) in detail. See id.

Neither concern, however, calls into question the adequacy of the EAF analyses. It is well known to experts in the field that single-phase heat transfer coefficients are approximate and empirical.203 200 See Lahey Rebuttal at 15-16 (NYS000440).

201 See Entergys Testimony at A147 (ENT000679).

202 Supplemental Lahey Report at 4 (NYS000297).

203 See Entergys Testimony at A154 (ENT000679) (citing F. Kreith, PRINCIPLES OF HEAT TRANSFER at 396 (3rd ed. 1973) (ENT000208)).

204 See id.

205 206 See Entergys Testimony at A156 (ENT000679).

c. The Westinghouse EAF Calculations Conservatively Consider Flow Rates and Bulk Liquid Temperatures In a related vein, Dr. Hopenfeld contends that information on flow velocities also is necessary to assess the uncertainty of the heat transfer coefficients used, but alleges that this information was not specified by Entergy or Westinghouse.207 Here, again, Dr. Hopenfeld fails to acknowledge the relevant, available information. In actuality, the Westinghouse EAF calculations specifyand conservatively considerflow rates and bulk liquid temperatures.208 Dr. Hopenfeld does not discuss this information or explain why any of the information in the EAF evaluations on this topic is incorrect.

d. The Westinghouse EAF Evaluations Fully Account for Thermal Stratification in the Pressurizer Surge Line In 2011, 2012, and 2013, Dr. Hopenfeld provided several iterations of testimony on the phenomena of thermal stratification and thermal striping, suggesting that they have not been properly accounted for in the EAF evaluations.209 In addition to confusing these two separate phenomena throughout his testimony,210 Dr. Hopenfeld again overlooks or misunderstands information in the record that directly addresses his concerns.

Thermal stratification refers to transient fluid temperature differences across the piping, such as a layer of warmer water lying above a layer of colder water.211 Dr. Hopenfeld asserts that stratified flow in the pressurizer surge line is a non-uniform heat load that must be addressed in the 207 Hopenfeld Report at 18 (RIV000035).

208 See Entergys Testimony at A161 (ENT000679).

209 See, e.g., Supplemental Hopenfeld Report at 22 (RIV000144); see also Hopenfeld Report at 24 (RIV000035);

Hopenfeld Rebuttal Testimony at 18 (RIV000114).

210 See, e.g., Supplemental Hopenfeld Report at 22 (RIV000144) (citing to studies of thermal stratification in the pressurizer surge line as the basis an assertion that [t]he pressurizer surge line is most vulnerable to fatigue failure from thermal striping.); see also Hopenfeld Rebuttal Testimony at 18 (RIV000114) (faulting Entergys witness for failing to properly consider stratification in response to a question about thermal striping).

211 See Entergys Testimony at A163 (ENT000679).

fatigue evaluation.212 As Westinghouse Principal Engineer and EAF analyst Mr. Gray explains, Dr. Hopenfeld also raises the issue of high frequency temperature fluctuations on the surface of the component.216 As Mr. Gray explains, Dr. Hopenfeld appears to be referring to the phenomenon of thermal striping in feedwater nozzles, although it is not entirely clear.217 212 See Hopenfeld Report at 15 (RIV000035).

213 See Entergys Testimony at A163 (citing 214 See id. at A162.

215 See, e.g.,

216 See Hopenfeld Report at 15 (RIV000035).

217 See Entergys Testimony at A164 (ENT000679).

218 See id.

Thus, as Mr. Gray explains, Thus, the Westinghouse EAF evaluations appropriately considered potential thermal stratification in its EAF analyses of surge line components at IP2 and IP3. Dr. Hopenfelds 219 221 See Entergys Testimony at A165 (ENT000679) (citing 222 223 See Entergys Testimony at A165 (ENT000679).

primary claim on this topic appears to be based on his confusion regarding potential thermal striping on pressurizer surge line components, which does not exist.224

e. The Westinghouse EAF Evaluations Used Appropriate Environmental Correction Values That Are Based on NRC Guidance Dr. Hopenfeld argues that the IPEC EAF evaluations should use very large, bounding environmental correction factor (Fen) values that would significantly increase the CUFen for all components at IPEC.225 In Section V.D.6 of their testimony, Entergys expert witnesses explain that this approach is contrary to NRC guidance and technically baseless.

Consistent with NRC guidance,226 As an alternative approach, Dr. Hopenfeld proposes that, due to alleged uncertainties inherent in the determination of CUFen values, the appropriate bounding Fen values [are] 12 and 17 for stainless steel and carbon and low alloy steel, respectively.230 Dr. Hopenfelds proposed 224 See id.

225 See Hopenfeld Report at 4-9 (RIV000035).

226 See NUREG-1801, Revision 2 at X M1-1 (NYS00147C).

227

).

230 Hopenfeld Report at 5, 7 (RIV000035).

approach would use only the bounding Fen factors mentioned in NUREG/CR-6909, while disregarding the recommendation in NUREG/CR-6909 to calculate more specific Fen values when possible, and he would then use those bounding correction factors in combination with values derived from the ASME Code design air curves for carbon steel and low-alloy steels contained in NUREG/CR-6583 and NUREG/CR-5704.231 The values that would be derived from this approach are unrealistic, unnecessarily high, and inconsistent with the guidance in those three documents.232 Indeed, another licensing board rejected a very similar argument made by Dr. Hopenfeld in the Vermont Yankee license renewal proceeding.233 Furthermore, Dr. Hopenfelds proposed methodology is inconsistent with NRC Staff guidance in NUREG-1801. As noted above, the Staff has found the use of NUREG/CR-6583 and NUREG/CR-5704 to be acceptable.234 Absent compelling and unusual circumstances, the Staffs guidance on this issue is entitled to special weight and should not be casually dismissed.235 Dr.

Hopenfeld identifies no unusual circumstances at IPEC that would justify the disregard of Staff guidance.

To support his contrary point of view, Dr. Hopenfeld relies on the alleged statements of Dr. Omesh Chopra of the Argonne National Laboratory (ANL) before the Advisory Committee on Reactor Safeguards (ACRS) for the propositions that it is the responsibility of the operator 231 See Entergys Testimony at A174 (ENT000679).

232 See id. at A176.

233 See Entergy Nuclear Vt. Yankee, LLC, & Entergy Nuclear Operations, Inc. (Vt. Yankee Nuclear Power Station)

LBP-08-25, 68 NRC 763, 805-06 (2008), revd & remanded on other grounds, CLI-10-17, 72 NRC 1 (2010).

234 See NUREG-1801, Rev. 1, at X M-1 (NYS00146C) (Formulae for calculating the environmental life correction factors are contained in NUREG/CR-6583 for carbon and low-alloy steels and in NUREG/CR- 5704 for austenitic stainless steels.); NUREG-1801, Rev. 2, at X M1-1 (NYS00147C) (allowing licensees to use the formulae provided in NUREG/CR-6583 or NUREG/CR-6909 for carbon and low alloy steels, and those provided in NUREG/CR-5704 or NUREG/CR-6909 for stainless steels).

235 Seabrook, CLI-12-05, 75 NRC at 314 n.78; Indian Point, CLI-15-6, 81 NRC __, slip op. at 21-22.

to account for the differences between lab and plant environments when applying the results, and that the ANL results may not be conservative.236 Although Dr. Hopenfeld attributes these statements to Dr. Chopra, the principal investigator of the ANL research, these are not quotations from Dr. Chopra.237 Rather, they reflect Dr. Hopenfelds selective interpretation of Dr. Chopras actual statements before the ACRS.238 Based on his incorrect characterization of Dr. Chopras statements, Dr. Hopenfeld asserts that Entergy must use the general form of the Fen equation presented early in NUREG/CR-6909 (NYS000357) and asserts, with no support, that the designer must use this general equation for each location analyzed.239 However, as Entergys experts point out, Dr. Hopenfeld disregards that fact that NUREG/CR-6909: (1) develops applications of test data for different materials; (2) develops methods and margins to account for the various factors to be considered in evaluations; and (3) presents final equations for specific material types, with the ranges and limits specified for each input variable.240 In other words, contrary to Dr. Hopenfelds belief, the ANL results discussed in NUREG/CR-6909 (and the correction factors specified in other NRC guidance documents) already account for the differences between lab and plant environments.241 236 See Supplemental Hopenfeld Report at 7 (RIV000144) (citing Transcript, Advisory Committee on Reactor Safeguards, Subcommittee on Materials, Metallurgy and Reactor Fuels at 22 and generally (Dec. 6, 2006)

(RIV000037)).

237 See Entergy's Testimony at A178 (ENT000679) 238 See id.

239 See Supplemental Hopenfeld Report at 7 (RIV000144).

240 See NUREG/CR-6909, App. A (NYS000357).

241 See Entergys Testimony at A179 (ENT000679).

Thus, overall, the methodologies and formulae set forth in NUREG/CR-6583 and NUREG/CR-5704, which Westinghouse used in its IPEC EAF evaluations, appropriately account for the uncertainties identified in NUREG/CR-6909 and recited by Dr. Hopenfeld.242

f. The Westinghouse EAF Evaluations Contain Appropriate Assumptions Regarding Water Chemistry and Dissolved Oxygen Concentrations In yet another series of unsubstantiated attacks on Entergys EAF evaluations, Dr.

Hopenfeld contends that the Fen values used by Entergy and Westinghouse do not adequately reflect operating plant conditions for a PWR such as IP2 or IP3, including the water chemistry and dissolved oxygen (DO) concentrations.243 In Section V.D.7 of their testimony, Entergys experts address each of Dr. Hopenfelds claims and demonstrate that they have no technical basis.

As such, Dr. Hopenfeld again fails to identify any error or deficiency in the IPEC EAF evaluations.

By way of background, the decrease in fatigue life due to environmental factors is significant only when four conditions are satisfied simultaneously, viz., when the strain amplitude, temperature, and DO in water are above certain threshold values, and the strain rate is below a threshold value.244 Thus, in addition to strain rate and strain amplitude, temperature must be high and oxygen must be high at the same time for there to be a significant environmental effect.245 242 See id..

243 Hopenfeld Report at 7 (RIV000035).

244 NUREG/CR-6815, Review of the Margins for ASME Code Fatigue Design Curve - Effects of Surface Roughness and Material Variability at 10 (Sept. 2003) (NUREG/CR-6815) (emphasis added) (ENT000225).

See also ANL-LWRS-47, Report on Assessment of Environmentally-Assisted Fatigue for LWR Extended Service Conditions, at 27 (Sept. 2011) (RIV000150) ([E]nvironmental effects on fatigue life are significant only when critical parameters (temperature, strain rate, DO level, and strain amplitude) meet certain threshold values.

Environmental effects are moderate, e.g., less than a factor of 2 decrease in life, when any one of the threshold conditions is not satisfied.) (RIV000150) (emphasis added)).

245 See Entergys Testimony at A184 (ENT000679) (citing NUREG/CR-6815 at 10).

Therefore, as explained in Sections 5.1 and 5.2 of WCAP-17199 and WCAP-17200, and following the approach in both NUREG/CR-5704 (stainless steels) and NUREG/CR-6583 (carbon steels), the Fen factor to be used is in part dependent on the product of three values:

transformed oxygen (O*), which represents the impact of DO concentration on the Fen, transformed temperature (T*), which represents the impact of fluid temperature on the Fen, and transformed strain rate (), which represents the impact of the rate of change of the strain in the material during the transient. If either O* or T* (or ) equals zero, then the product of this portion of either Fen formula also equals zero and the Fen value is determined by other empirically-derived constants.247 These formulas were developed by the Argonne National Laboratory (ANL) based on experimental data and are approved by the NRC in NUREG-1801, Revisions 1 and 2.248 246 See Entergys Testimony at A185 (ENT000679).

247 See Entergys Testimony at A181 (ENT000679).

248 See NUREG-1801, Rev. 1, at X M-1 (NYS00146C); NUREG-1801, Rev. 2, at XM1-1 (NYS00147C).

249 See WCAP-17199, Rev. 1 at 5-24 (ENT000681); see also NUREG/CR-6583 at 60 (NYS000356).

250 See id.

Indeed, IPEC chemistry specifications require DO concentration to be an order of magnitude lower than 0.05 ppm during operations. 254 Only during the short periods of time when the service temperature is less than 150 ºC can DO concentrations be greater.255 This is confirmed by plant chemistry records, which show that during the startup following the most recent refueling outage, DO was measured to be below 0.05 ppm (50 ppb) before the plants heated up above 200

ºF (93 ºC), which is consistent with the assumptions made by Westinghouse.256 Dr. Hopenfelds claim that oxygen dissolved in the coolant will increase significantly during shutdown transients is unfounded.257 For transients involving the shutdown and cooldown 251 252 Hopenfeld Report at 7 (RIV000035) (citing NUREG/CR-6909 at 26-28 (NYS000357)).

253 254 See Entergys Testimony at A186 (ENT000679) (citing Entergy, 0-CY-2310, Rev. 24, Reactor Coolant System Specification and Frequencies at 11 (Jan. 16, 2015) (ENT000692)).

255 See id.

256 See IPEC, Unit 3 Chemistry Data at 2 (Mar. 21-22, 2015) (ENT000693) (showing DO < 2.5 ppb prior to heatup above 188 ºF). DO levels in the RCS at IP2 and IP3 are measured approximately three times per week and the normal values are < 0.0025 PPM. This value is 20 times lower than the conservative lower bound of 0.05 ppm used in the EAF evaluations. Dr. Hopenfelds claim that actual plant measurements must be used instead of Westinghouses conservative assumptions appears to be based on BWR practices and lacks basis for IPEC. See Hopenfeld Rebuttal Testimony at 38-40 (RIV000114); Supplemental Hopenfeld Report at 14 (RIV000144).

257 See Hopenfeld Report at 10-11 (RIV000035).

of the plant, this is not an issue of concern for PWRs like IP2 and IP3, because the temperature term in the Fen equation is zero at temperatures less than 150°C.258 With regard to transients that can occur while the plant temperature is above 150ºC, the issue also is not of concern because the IPEC units are operated in a manner that precludes a ready source of DO.259 Finally, Entergys witnesses address Dr. Hopenfelds related assertion that there is no evidence that Entergy considered the presence of trace impurities on water conductivity, which reduces fatigue life, or that the EAF evaluations considered the potential synergistic interaction between fatigue and stress corrosion cracking (SCC) caused by chlorides.260 As Mr. Gordon and Mr. Azevedo explain, the potential for trace impurities in the reactor coolant to contribute to SCC is addressed through the Water Chemistry Control - Primary and Secondary Program.261 This approach consistent with that described in NUREG/CR-6909.262 Moreover, to the extent Intervenors concern regards SCC, as opposed to fatigue, Entergy does not rely on the FMP to manage the effects of SCC. Consistent with NRC Staff guidance in NUREG-1801, Entergy relies on several other inspection programs to manage the effects of aging due to cracking caused by SCC or other mechanisms through inspections of primary plant components, including the ISI Program, the Nickel Alloy Inspection Program, the Reactor Vessel Head Penetration Inspection Program, the Steam Generator Integrity Program, and the RVI 258 See Entergys Testimony at A186 (ENT000679).

259 See id.

260 Hopenfeld Report at 7 (RIV000035).

261 See Entergys Testimony at A196 (ENT000679) (citing NUREG-1801, Rev. 1, at XI M-10 (NYS00146C); LRA App. B at B-137 to -39 (ENT00015B)).

262 See id. (citing NUREG/CR-6909 at 30 (NYS000357) (Normally, plants are unlikely to accumulate many fatigue cycles under off-normal conditions. Thus, effects of water conductivity on fatigue life have not been considered in the determination of Fen.)).

AMP.263 To the extent Intervenors demand that Entergy use the FMP to address mechanisms other than fatigue, they have failed to address or carry their burden of identifying unusual circumstances at IPEC that would justify the disregard of the special weight accorded to Staff guidance.264

2. Contrary to Intervenors Claim, No Propagation of Error Analysis Is Required In Connection With the Westinghouse EAF Evaluations In response to the claims of Intervenors witnesses, Entergy's experts explain that there is no need to precisely quantify uncertainties arising from the use of engineering judgment because the EAF analyses are, by design, conservative, bounding analyses. While Dr. Lahey argues that modeling and input assumptions lead to results that are highly uncertain and unreliable,265 engineering analyses require assumptions and inputs.266 He further asserts a CUFen that is close to, but does not exceed 1.0, means that virtually any error would put some of the calculated values of CUFen over the CUFen = 1.0 fatigue failure limit, such that Entergy must conduct a propagation of error analysis.267 Dr. Hopenfeld makes similar claims.268 But as Entergys experts demonstrate throughout their testimony, conservative modeling and input assumptions have been used at each step of the fatigue analyses, thereby providing confidence that the results are reliable for managing the effects of fatigue throughout the PEO for IP2 and IP3.

The ASME Code long has recognized that there are uncertainties associated with both analytical inputs and modeling techniquesa recognition that Dr. Lahey and Dr. Hopenfeld do 263 See Entergys Testimony at A66 (ENT000679); see also LRA App. B at B-63, B-74, B-109, B-118 (ENT00015B); NL-12-037, Attach. 1 (NYS000496).

264 Seabrook, CLI-12-05, 75 NRC at 314 n.78; Indian Point, CLI-15-6, slip op. at 21-22.

265 See Supplemental Lahey Report at 8 (NYS000297).

266 See Entergys Testimony at A198 (ENT000679).

267 Revised Lahey Report at 67 (NYS000530); see also Lahey Report at 27 (NYS000296).

268 See Hopenfeld Report at 21 (RIV000035).

not acknowledge. Those uncertainties are addressed through the design margin factors discussed in Section IV.A.2 of Entergys Testimony,269 rather than through error analyses suggested by Dr. Lahey.270 As Entergys testimony makes clear, the IPEC EAF evaluations have been prepared with variables purposefully chosen to reasonably bound expected values.271 Because the inputs are not best-estimate values of a normal distribution, a propagation of error analysis is inappropriate.272 Indeed, for that reason, NUREG-1801, Revision 1 and the acceptance criteria for fatigue analysis in the SRP-LR do not specify any need for uncertainty analyses to validate ASME Code or ANSI B31.1 fatigue analyses.273 In addition, the ASME Code fatigue analysis methods endorsed by NRC in 10 C.F.R. § 50.55a do not establish any requirements for propagation of error analyses.274 In short, Dr. Lahey has provided no regulatory or technical basis demonstrating the need to perform uncertainty analyses for ASME Code Section III or ANSI B31.1 fatigue analyses.275 Drs. Lahey and Hopenfeld only speculate that there are many possible sources of error in the EAF analyses,276 which could lead to a violation of the 1.0 limit.277 They fail altogether to 269 Those design margins are the adjustment factors in the design fatigue curves and the design margin in the stress allowables.

270 See Entergys Testimony at A200 (ENT000679).

271 See id.

272 See id. Thus, Dr. Lahey's reliance on the Vardeman & Jobe engineering textbook is misplaced. See Lahey Report at 27 (NYS000296) (citing S. Vardeman and J.M. Jobe, Basic Engineering Data Collection and Analysis, at 310-11 (2001) (NYS000347)); see also Revised Lahey Testimony at 70 (NYS000530).

273 See NUREG-1801, Revision 1, § X.M1 (NYS00146C); SRP-LR, § 4.3 (NYS000195).

274 See generally ASME Code,Section III, Article NB-3000 (NYS000349).

275 See Entergys Testimony at A200 (ENT000679).

276 Supplemental Lahey Report at 2 (NYS000297),

substantiate or quantify the postulated errors or uncertainties. If anything, the detrimental effects of the environment are likely overestimated due to the conservative bias applied to the analyses.278 due to the substantial margin and conservatisms in the EAF analyses.

277 Lahey Report at 27 (NYS000296) (emphasis added). See also Hopenfeld Report at 21 (RIV000035) (Given the large uncertainties . . . the detrimental effects of the environment on fatigue strength, and resulting predicted fatigue life, of the components evaluated are likely grossly underestimated.) (emphasis added)).

278 See Entergys Testimony at A200 (ENT000679).

279 280 Lahey Report at 26-27 (NYS000296).

281 See Entergys Testimony at A205 (ENT000679).

In fact, to the extent that the environmental adjustment introduces additional conservatism, the conservatisms in the analysis are increased.283 In short, Dr. Laheys and Dr. Hopenfelds demands for an error analysis lack regulatory and technical basis. The IPEC EAF evaluations, like any ASME Code fatigue evaluation, are bounding, conservative analyses, with considerable margin. Nothing in the regulations, ASME Code, or NRC Staff guidance suggests the need for an additional error analysis and, as a technical matter, there is no such need.

D. The 2013 and 2015 EAF Analyses for Non-NUREG/CR-6260 Locations Conservatively Demonstrated that the CUFens for Limiting Locations Do Not Exceed 1.0 As stated above, in Westinghouse Calculation Note CN-PAFM-12-35 (NYS000510),

issued in 2012, Westinghouse review[ed the] design basis ASME Code Class 1 fatigue evaluations to determine whether the NUREG/CR-6260 locations that have been evaluated for the effects of the reactor coolant environment on fatigue usage are the limiting locations for the IP2 and IP3 configurations, as Entergy committed to do in the first part of Commitment 43.284 Since more potential limiting locations were identified, Westinghouse evaluated the most limiting locations for the effects of the reactor coolant environment on fatigue usage, as Entergy committed to do in the second part of Commitment 43.285 Those evaluations are documented in Calculation Notes CN-PAFM-13-32, Rev. 3 (ENT000683) and CN-PAFM-13-40 (ENT000688).

Additionally, Westinghouse used the NUREG/CR-6909 methodology in the evaluation of the 282 See id.

283 See id.

284 See NL-11-032, Attach. 2 at 17; see also Entergys Testimony at A212 (ENT000679).

285 See generally Westinghouse Calculation Note CN-PAFM-13-40 (ENT000688).

limiting locations consisting of nickel alloy.286 These evaluations included recalculations of limiting RVI locations as well, consistent with Entergys Commitment 49.287 For the remaining locations, 286 NL-11-032, Attach. 2 at 17; Westinghouse Calculation Note CN-PAFM-12-35 (NYS000510) (For the IP2/IP3 EAF screening . . . NUREG/CR-6909 is used for nickel alloy steels); see also generally Westinghouse Calculation Note CN-PAFM-13-32, Rev. 3 (ENT000683).

287 See Entergys Testimony A212 (ENT000679).

288 See id. at A210 (ENT000679) (citing )).

289 See id.

290 See id.

291 See id. (citing Westinghouse Calculation Note CN-PAFM-13-32, Rev. 3 (ENT000683)).

292 See id.

The Westinghouse calculations found that all CUFen values for RVI locations and potentially limiting equipment locations were less than 1.0.293 These results indicate that further refined analysis (such as a WESTEMSTM analysis, as performed for the 6260 locations) would result in even lower CUFen values; therefore, the analyses demonstrated that the NUREG/CR-6260 locations originally evaluated were in fact limiting locations for fatigue at IP2 and IP3, and that the CUFen does not exceed 1.0 for all RVI components with CLB CUFs.294

1. Contrary to Intervenors Claim, Entergy Has Not Systematically Removed Conservatisms Built Into the EAF Calculations Intervenors accuse Entergy and Westinghouse of systematically remov[ing]

conservatisms built into the CUFen calculation[s] in order to obtain a result below the 1.0 threshold.295 For example, Dr. Lahey has characterized the EAF analyses performed after submission of the LRA as selectively removing conservatisms to reach a manipulated and predetermined result.296 In his Supplemental Report, he states that the thermal stress results for CUFen are strongly influenced by the code users assumptions, manipulations and interventions, and that [t]here is a lot of engineering judgment implicit in the CUFen results, such that their credibility is questionable.297 And, most recently, he describes Westinghouses refined EAF analyses as improperly relying on reductions of conservatism.298 293 See Westinghouse Calculation Note CN-PAFM-13-32, Rev. 3 at 7-8 (ENT000683); Westinghouse Calculation Note CN-PAFM-13-40 at 11 (ENT000688).

294 See Entergys Testimony at A211 (ENT000679).

295 Intervenors Revised SOP at 21 (NYS000529).

296 Declaration of Dr. Richard T. Lahey, Jr. in Support of the State of New Yorks Supplemental Contention 26-A

¶ 5 (Apr. 7, 2008) (NYS000299).

297 Supplemental Lahey Report at 8 (NYS000297).

298 Intervenors Revised SOP at 22 (NYS000529) (citing Revised Lahey Testimony at 66-67 (NYS000530)).

Intervenors allegations are factually and legally baseless. It is well established that an applicant may perform more rigorous, refined fatigue analyses that account for excess conservatisms in the original fatigue analyses.299 The elimination of unnecessary conservatisms through re-analysis yields a new CUF value (to which the Fen is then applied).300 Consistent with NRC regulations and guidance, the refined EAF analyses conducted by Westinghouse showed the CUFen to be less than or equal to 1.0, and these new evaluations supersede any corresponding prior initial screening evaluations.301 As explained throughout Entergys testimony, Westinghouse prepared the EAF analyses both the WESTEMSTM calculations and the limiting locations reviewsconsistent with longstanding and long-accepted engineering practices in the field of ASME Code stress and fatigue analysis, using qualified analysts who conducted the evaluations consistent with Westinghouses NRC-approved quality assurance program.302 This is not a simple defense of standard industry practice, as Dr. Lahey broadly asserts. The margin and conservatism in ASME fatigue calculations is well-documented, and Westinghouses documentation of the IPEC EAF evaluations is transparent with regard to the assumptions and methods used.303 Intervenors 299 See Entergys Testimony at A123 (ENT000679).

300 See MRP-47 at 4-4 (NYS000350) (stating that techniques for removing excess conservatisms from the input (stress) values of CUF calculations are generally well understood by engineers performing these assessments throughout the industry).

301 See Vt. Yankee, CLI-10-17, 72 NRC at 21 n.99 (The ASME Code allows performance of a more detailed analysis as a way to demonstrate code compliance.); see also Entergys Testimony at A123 (ENT000679)

(citing NUREG-1801, Revision 1 at X M-2 (NYS00146C) (allowing a more rigorous analysis of the component to demonstrate that the design code limit will not be exceeded during the extended period of operation)); see also MRP-47 at 3-7 (NYS000350) (Possible reasons for updating the fatigue analysis could include . . . [e]xcess conservatism in original fatigue analysis with respect to modeling, transient definition, transient grouping and/or use of an early edition of the ASME Code.)

302 See Entergy Testimony at A198 (ENT000679); Westinghouse Level 2 Policy/Procedures, NSNP 3.2.6, Design Analysis at 5-6 (Mar. 2011) (ENT000196).

303 See id. at A125 (ENT000679.

have failed to identify any Westinghouse assumption that could reasonably be viewed as non-conservative.

2. There Is No Technical Basis Supporting Intervenors Asserted Need to Apply an Additional Correction Factor for the Effects of Irradiation Embrittlement Drs. Lahey and Hopenfeld assert that, in evaluating environmental effects on RVI components, is it necessary to apply an additional correction factor for the effects of irradiation embrittlement.304 However, they fail to recognize that fatigue and irradiation embrittlement do not interact synergistically.305 Specifically, irradiation may have a positive or negative effect on the load carrying capability of the material, depending on the circumstances.306 As Entergys expert witnesses explain, fatigue crack propagation depends on a number of factors; however, increased strength generally tends to increase the resistance to fatigue crack growth.307 Similarly, irradiation effects also increase the material strength and fatigue resistance but decrease the ductility and fracture toughness (i.e., the ability of the material to resist fast fracture) of the material.308 These mixed effects can be offsetting, and the results have been demonstrated experimentally. For example, as explained in MRP-175, [t]he work of several researchers suggest that neutron irradiation does not result in a further reduction in fatigue 304 See, e.g., Revised Lahey Testimony at 15 (NYS000530) (arguing that synergistic interactions have not been considered for RVIs); see also Supplemental Hopenfeld Report at 23-25 (RIV000144).

305 See Entergys Testimony at A215 (ENT000679).

306 See id. at A76 (explaining that one example of a positive effect on fatigue is provided in the work of P.

Shahinian et al, [NRL Report 7446, Effect of Neutron Irradiation on Fatigue Crack Propagation in Types 304 and 316 Stainless Steels at High Temperature at 10-12 (July 21, 1972) (ENT000697)], which reported a reduction in fatigue crack growth rates in type 304 and 316 stainless steels irradiated under fast reactor conditions at temperatures up to 800°F).

307 See id. (citing G. Was, FUNDAMENTALS OF RADIATION MATERIALS SCIENCE: METALS AND ALLOYS; PART III:

MECHANICAL EFFECTS OF RADIATION DAMAGE at 689-90 (2007) (Was Text) (ENT000627)).

308 See id.

properties and in some cases suggests an improvement.309 While MRP-175 acknowledges that there is limited literature addressing this topic, Draft NUREG/CR-6909 concludes that, although, the data in this area are inconclusive, the EAF methodology is appropriate for materials exposed to significant levels of irradiation.310 Therefore, there is no basis, at this time, to conclude that an additional correction factor is necessary to account for the effects of irradiation embrittlement on fatigue life.311 It bears emphasis again that fatigue analyses are not the only methods used to manage the effects of irradiation or fatigue on RVIs. The RVI AMP, which is discussed in detail in Entergys prefiled testimony on Contention NYS-25, is a risk-prioritized inspection program that inspects high-susceptibility RVI components for cracking and other aging effects, regardless of the underlying aging mechanisms.312 The RVI and FMP together provide reasonable assurance that the effects of aging on RVIs will be adequately managed throughout the PEO.313 E. The Balance of Entergys FMP Is Robust and Provides Reasonable Assurance that the Effects of Fatigue Will Be Adequately Managed In Section V.F of its prefiled testimony, Entergys witnesses show that Intervenors claims that Entergys FMP lacks sufficient detail are based on faulty critiques of the EAF analyses and otherwise do not account for relevant information in the record. Entergys witnesses show that the FMP is fully consistent with NUREG-1801, Revision 1 and meets the intent of NUREG-1801, Revision 2. This showing constitutes a finding of reasonable assurance under 10 C.F.R. 309 MRP-175 at D-3 (ENT000631).

310 See Draft NUREG/CR-6909, Rev. 1 at 9 (NYS000490).

311 See Entergys Testimony at A76 (ENT000679).

312 See Entergys Testimony on NYS-25 § VII.A.3 (ENT000616).

313 See Entergys Testimony at A219 (ENT000679).

§§ 54.21(a), 54.21(c)(1)(iii), and 54.29(a).314 Any challenges to a program that is consistent with Staff guidance that has been implicitly endorsed by the Commissionsuch as NUREG-1801 must be specifically and substantially supported in order to overcome the special weight accorded to such documents.315

1. Intervenors Critique of Design Basis CUF Calculations Lacks Merit Finally, Entergys witnesses address Dr. Hopenfelds critique of the design CUF calculations prepared by Combustion Engineering during the original design of IP2 and IP3. As Entergys witnesses explain, contrary to Riverkeepers claims in its Answer to Entergys Motion in Limine,316 these fatigue calculations cover the reactor vessel inlet and outlet nozzles, and are part of the CLB for IP2 and IP3, components that were not the subject of any refined EAF analysis during the course of this license renewal proceeding, and do not relate to the evaluation of similar refined calculations that might be conducted in the future as part of the FMP.317 Any question of the adequacy of these original design calculations is therefore an impermissible challenge to the CLB.318 Intervenors challenge is also outside the scope of the admitted contention, as there are no criticisms of the adequacy of the design basis reactor vessel inlet and outlet nozzles in the Intervenors pleadings on this contention at the admissibility stage.319 As the Commission has 314 See Vt. Yankee, CLI-10-17, 72 NRC at 36; see also Seabrook, CLI-12-05, 75 NRC at 314 n.78.

315 See id.

316 Riverkeeper Answer at 10.

317 See Entergys Testimony at A228 (ENT000679) (citing C.R. Crockrell and J. C. Lowry, Combustion Engineering, Inc., C.E. CENC-1110, Analytical Report for Indian Point Reactor Vessel Unit No. 2, (Apr. 22, 1968) (RIV000052A-D); C.R. Crockrell and J. C. Lowry, Combustion Engineering, Inc., CENC-1122, Analytical Report for Indian Point Reactor Vessel Unit No. 3 (June 1969) (RIV000053A-O)).

318 See Vt. Yankee, CLI-10-17, 72 NRC at 20 (the adequacy of the code of record relating to metal fatigue is a potential safety issue to be addressed by the current regulatory process for operating reactors).

319 See also Motion in Limine at 10-12.

confirmed, a contention cannot be interpreted to include new claims that are outside of the admitted bases for that contention.320 Nevertheless, without waiving its arguments regarding the scope of the proceeding and the admitted contention, Entergys witnesses explain in Section V.D.4 of their testimony that Dr.

Hopenfelds criticisms of the design basis CUF calculations for the reactor vessel inlet and outlet nozzles also lack technical merit. Specifically, Dr. Hopenfelds observations that these calculations used a simplified model and that heat transfer conditions may vary with geometry do not reveal any deficiency in the calculations.321 Dr. Hopenfeld does not explain why the conservative values used in these analyses do not account for the variability he assumes.322

2. Intervenors Legal Arguments Regarding the FMP Lack Merit For the reasons set forth in Entergys testimony and in this Statement of Position, the Intervenors have not met their burden to demonstrate that Entergys program is inconsistent with NUREG-1801, Revision 1 or Revision 2. Nor have they set forth any specific and substantial reason why compliance with NUREG-1801, Revision 1 or Revision 2, is insufficient to show compliance with the license renewal regulations.323 The Intervenors conclude their Statement of Position with the following set of demands:

In light of the absence of comprehensive, accurate metal fatigue calculations to properly guide Entergy's aging management efforts, Entergy has failed to define specific criteria to assure that susceptible components are inspected, monitored, repaired, or 320 See Seabrook, CLI-12-05, 75 NRC at 310 n.50 (an admitted contention is defined by its bases). The Boards Ruling on Motions in Limine found Dr. Hopenfelds critique of the design CUF calculations to be within scope, but this decision appears to rest on the assumption that the design CUF calculations somehow fed into the Westinghouse EAF analyses, as Riverkeeper incorrectly argued in its Answer. See Ruling on Motions in Limine at 16. Therefore, Entergy respectfully disagrees with the Boards finding on this issue.

321 See Entergys Testimony at A228 (ENT000679).

322 See id.

323 Vt. Yankee, CLI-10-17, 72 NRC at 32 n.185.

replaced in a timely manner. Once components with high CUFen values have been properly identified, Entergy must describe a fatigue management plan for each such component that should, at a minimum, rank components with respect to their consequences of failure, establish criteria for repair versus defect monitoring, and establish criteria for the frequency of the inspection (considering, for example[,] defect size changes and uncertainties in the stress analysis and instrumentation), and allow for independent and impartial reviews of scope and frequency of inspection. Entergy has failed to do this.324 This statement presupposes that the EAF evaluations are deficient (i.e., an absence of comprehensive [and] accurate metal fatigue calculations), which Entergys witnesses have shown is incorrect. To the extent this statement includes a demand for a continuing oversight role for Intervenors after the issuance of the renewed license for IPEC, such a demand lacks foundation in law, regulation or legal precedent. On the contrary, the Atomic Energy Act vests that authority in the NRC.325 VI. CONCLUSION For the foregoing reasons, Entergys FMP is consistent with NUREG-1801, Revision 1, and meets the intent of the guidance in NUREG-1801, Revision 2. Therefore, Entergys LRA provides reasonable assurance that the effects of aging due to metal fatigue will be adequately managed throughout the PEO. The Intervenors have not carried their burden of providing sufficient evidence to support the claims made in NYS-26B/RK-TC-1B. Accordingly, NYS-26B/RK-TC-1B should be resolved in Entergys favor.

324 Intervenors Revised SOP at 48.

325 See Oyster Creek, CLI-09-07, 69 NRC at 282 ([T]he NRCs oversight does not end once the license is renewed we continue to exercise oversight during operation as required under our regulations and the AEA, just as we have since the plant was originally licensed.); id. at 284 ([R]eview and enforcement of license conditions is a normal part of the Staffs oversight function rather than an adjudicatory matter.), affd N.J. Envtl Fed. v. NRC, 645 F.3d 220 (3d Cir. 2011).

Respectfully submitted, Executed in Accord with 10 C.F.R. § 2.304(d)

William B. Glew, Esq. Kathryn M. Sutton, Esq.

Entergy Nuclear Operations, Inc. Paul M. Bessette, Esq.

440 Hamilton Avenue Raphael P. Kuyler, Esq.

White Plains, NY 10601 MORGAN, LEWIS & BOCKIUS LLP Phone: (914) 272-3202 1111 Pennsylvania Avenue, N.W.

Fax: (914) 272-3205 Washington, D.C. 20004 E-mail: wglew@entergy.com Phone: (202) 739-3000 Fax: (202) 739-3001 E-mail: ksutton@morganlewis.com E-mail: pbessette@morganlewis.com E-mail: rkuyler@morganlewis.com Counsel for Entergy Nuclear Operations, Inc.

Dated in Washington, D.C.

this 10th day of August 2015 DB1/ 84299255