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| number = ML16033A408 | | number = ML16033A408 | ||
| issue date = 02/11/2016 | | issue date = 02/11/2016 | ||
| title = | | title = Relief Request for Dissimilar Metal Butt Weld Examinations | ||
| author name = Tate T | | author name = Tate T | ||
| author affiliation = NRC/NRR/DORL/LPLI-1 | | author affiliation = NRC/NRR/DORL/LPLI-1 | ||
| addressee name = Hanson B | | addressee name = Hanson B | ||
| addressee affiliation = Exelon Nuclear | | addressee affiliation = Exelon Nuclear | ||
| docket = 05000317 | | docket = 05000317 | ||
Line 14: | Line 14: | ||
| page count = 11 | | page count = 11 | ||
| project = CAC:MF5588 | | project = CAC:MF5588 | ||
| stage = | | stage = Other | ||
}} | }} | ||
=Text= | =Text= | ||
{{#Wiki_filter:UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 Mr. Bryan C. Hanson President and Chief Nuclear Officer Exelon Generation | {{#Wiki_filter:UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 February 11, 2016 Mr. Bryan C. Hanson President and Chief Nuclear Officer Exelon Generation Company, LLC 4300 Winfield Road Warrenville, IL 60555 | ||
==SUBJECT:== | ==SUBJECT:== | ||
CALVERT CLIFFS NUCLEAR POWER PLANT, UNIT NO. 1 - RELIEF REQUEST FOR DISSIMILAR METAL BUTT WELD EXAMINATIONS (CAC NO. MF5588) | |||
==Dear Mr. Hanson:== | |||
By letter dated March 5, 2015 (Agencywide Documents Access and Management System (ADAMS) Accession No. ML15075A018), as supplemented by letter dated November 24, 2015 (ADAMS Accession No. ML15328A513), Exelon Generation Company, LLC (the licensee) submitted a request to the U.S. Nuclear Regulatory Commission (NRC) for authorization of a proposed alternative to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Case N-770-1, as conditioned by Title 1O of the Code of Federal Regulations (10 CFR), Part 50, Section 55a(g)(6)(ii){F), for the Calvert Cliffs Nuclear Power Plant, Unit No. 1 (CCNPP1). | |||
By letter dated March 5, 2015 (Agencywide Documents Access and Management System (ADAMS) Accession No. | Specifically, the licensee proposed an alternative to the requirements of 10 CFR 50.55a(g)(6)(ii)(F) for 16 dissimilar metal butt welds at CCNPP1. The licensee stated that the previous ultrasonic examinations could not obtain essentially 100 percent coverage of the required examination volume due to weld taper, insulation support obstruction, and the presence of the cast austenitic stainless steel (CASS) safe-ends. Pursuant to 10 CFR 50.55a(z)(2), the licensee requested to use an alternative on the basis that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety. | ||
as supplemented by letter dated November 24, 2015 (ADAMS Accession No. | As set forth in the enclosed Safety Evaluation, the NRC staff has concluded that the proposed alternative in Relief Request RR-ISl-04-1 O* provides reasonable assurance of structural integrity and leak tightness of the subject dissimilar metal butt welds and thatcomplying with the specified requirement would result in hardship or unusual difficulty; *without a compensating increase in the level of quality and saf~ty. Accordingly, the NRC staff concludes that the regulatory requirements of 10 CFR 50.55a(z)(2) have been fulfilled and authorizes use of RR-ISl-04-10 at CCNPP1 for the remainder of the fourth 10-year inservice inspection interval. | ||
Exelon Generation | |||
for the Calvert Cliffs Nuclear Power Plant, Unit No. 1 (CCNPP1). | |||
Specifically, the licensee proposed an alternative to the requirements of | |||
Pursuant to 10 CFR 50.55a(z)(2), | |||
the licensee requested to use an alternative on the basis that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety. As set forth in the enclosed Safety Evaluation, the NRC staff has concluded that the proposed alternative in Relief Request RR-ISl-04-1 O* provides reasonable assurance of structural integrity and leak tightness of the subject dissimilar metal butt welds and thatcomplying with the specified requirement would result in hardship or unusual difficulty; | |||
*without a compensating increase in the level of quality and Accordingly, the NRC staff concludes that the regulatory requirements of 10 CFR 50.55a(z)(2) have been fulfilled and authorizes use of RR-ISl-04-10 at CCNPP1 for the remainder of the fourth 10-year inservice inspection interval. | |||
All other ASME Code, Section XI requirements for which relief was not specifically requested and authorized in the subject proposed alternative remain applicable, including third-party review by the Authorized Nuclear lnservice Inspector. | All other ASME Code, Section XI requirements for which relief was not specifically requested and authorized in the subject proposed alternative remain applicable, including third-party review by the Authorized Nuclear lnservice Inspector. | ||
B. Hanson If you have any questions, please contact the project manager, Alex Chereskin, at 301-415-2549 or Alexander.Chereskin@nrc.gov*. | |||
Docket Nos. 50-317 | B. Hanson If you have any questions, please contact the project manager, Alex Chereskin, at 301-415-2549 or Alexander.Chereskin@nrc.gov*. | ||
Sincerely, Travis L. Tate, Chief Plant Licensing Branch 1-1 Division of Operating Reactor Licensing Office of Nuclear Reactor Regulation Docket Nos. 50-317 | |||
==Enclosure:== | ==Enclosure:== | ||
Safety Evaluation cc w/enclosure: | Safety Evaluation cc w/enclosure: Distribution via Listserv | ||
Distribution via Listserv | |||
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UNITED STATES NUCLEAR* R~GULATORY .COMMISSION | |||
*'-WASHINGTON, D.C. 20555-0001 SAFETY EVALUATION BY THEOFFICE OF NUCLEAR REACTOR REGULATION RELIEF REQUEST RR-ISl-04-10 REGARDING DISSIMILAR METAL BUTT WELD EXAMINATIONS CALVERT CLIFFS NUCLEAR POWER PLANT, LLC EXELON GENERATION COMPANY, LLC CALVERT CLIFFS NUCLEAR POWER PLANT. UNIT NO. 1 DOCKET NO. 50-317 | |||
==1.0 INTRODUCTION== | |||
By letter dated March 5, 2015 (Reference 1), as supplemented by letter dated November 24, 2015 (Reference 2), Exelon Generation Company, LLC (the licensee), submitted a request to the U.S. Nuclear Regulatory Commission (NRC) for authorization of a proposed alternative to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Case N-770-1, as conditioned by Title 1O of the Code of Federal Regulations (10 CFR), Part 50, Section 55a(g)(6)(ii)(F), for the *c-alvert Cliffs Nuclear Power Plant, Unit No. 1 (CCNPP1 ). Specifically, the licensee proposed an alternative to the ultrasonic (UT) examination coverage requirements of 10 CFR 50.55a(g)(6)(ii)(F) for 16 dissimilar metal butt welds (DMBWs) at CCNPP1. The licensee stated that the previous UT examinations could not obtain essentially 100 percent coverage of the required examination volume ~ue to weld taper, insulation support obstructio~,. and the presence of the cast austenitic stainless steel (CASS) | |||
* safe-ends. Pursuant to 10 CFR 50.55a(z)(2), the .licensee requested to use an alternative on the basis that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety. | |||
==2.0 REGULATORY EVALUATION== | |||
.) | Section 50.55a(g)(6)(ii)(F) of 10 CFR requires that licensees of existing operating pressurized-water reactors (PWRs) implement the requirements of ASME Code Case N-770-1, "Alternative Examination Requirements and Acceptance Standards for Class 1 PWR Piping and Vessel Nozzle Butt Welds Fabricated With UNS N06082 or UNS W86182 Weld Filler Material With or Without Application of Listed Mitigation Activities," subject to the conditions specified in paragraphs (g)(6)(ii)(F)(2) through (g)(6)(ii)(F)(10), by the first refueling outage after August 22, 2011. Paragraph 55a(g)(6)(ii)(F)(4) of 10 CFR 50 states, "The axial examination coverage Enclosure | ||
requirements of Paragraph -2500(c) may not be considered to be satisfied unless essentially 100 percent coverage is achieved." | |||
Section 50.55a(z) of 10 CFR states, in part, that alternatives to the requirements of 10 CFR 50.55a(g) may be used when authorized by the NRC if the applicant demonstrates that: | |||
(1) the proposed alternatives would provide an acceptable level of quality and safety, or (2) compliance with the specified requirements would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety. | |||
Based on analysis of the regulatory requirements, the NRC staff concludes t.hat regulatory authority exists to authorize the proposed alternative Relief Request RR-ISl-04-1 O pursuant to 10 CFR 50.55a(z)(2). | |||
==3.0 TECHNICAL EVALUATION== | |||
3.1 Components Affected ASME Code Class 1 PWR Pressure Retaining Dissimilar Metal Piping Welds Containing Alloy 82/182, ASME Code Case N-770-1, inspection items as shown below: | |||
* Inspection Item B, Unmitigated Butt Welds at Cold Leg Operating Temperature: | * Inspection Item B, Unmitigated Butt Welds at Cold Leg Operating Temperature: | ||
Weld ID 102300 I 30-RC-11 A-7 102450 / 30-RC-11A-10 104550 I 30-RC-118-7 104700 / 30-RC-118-10 107450 / 30-RC-12A-7 107600 I 30-RC-12A-10 109600 / 30-RC-12B-7 109750 / 30-RC-128-10 114350 / 12-Sl-1009-16 115200 / 12-Sl-1010-14 116000/ 12-Sl-1011-13 116750/ 12-Sl-1012-13 | Weld ID Nominal Pipe Size 102300 I 30-RC-11 A-7 30" 102450 / 30-RC-11A-10 30" 104550 I 30-RC-118-7 30" 104700 / 30-RC-118-10 30" 107450 / 30-RC-12A-7 30"* | ||
107600 I 30-RC-12A-10 30" 109600 / 30-RC-12B-7 30" 109750 / 30-RC-128-10 30" 114350 / 12-Sl-1009-16 12" 115200 / 12-Sl-1010-14 12" 116000/ 12-Sl-1011-13 12" 116750/ 12-Sl-1012-13 12" | |||
* Inspection Item D, Uncracked Butt Welds Mitigated with Stress Improvement: | * Inspection Item D, Uncracked Butt Welds Mitigated with Stress Improvement: | ||
Weld ID 110450/12-PSL-1 113150 / 12-SC-1004-1 118500 I 4-PS-1003-6 | Weld ID Nominal Pipe Size 110450/12-PSL-1 12" 113150 / 12-SC-1004-1 12" 118500 I 4-PS-1003-6 4" | ||
* Inspection Item E, Cracked Butt Welds Mitigated with Stress Improvement: | * Inspection Item E, Cracked Butt Welds Mitigated with Stress Improvement: | ||
Weld ID 111100/ 12-PSL-13 | Weld ID Nominal Pipe Size 111100/ 12-PSL-13 12" | ||
3.4 ASME Code and/or Regulatory Requirements | |||
* ASME Code Case N-770-1, Paragraph | 3.2 lnservice Inspection Interval The proposed duration for CCNPP1 is for the remainder of the fourth 10-year inservice inspection (ISi) interval which started on October 10, 2009, and concludes on June 30, 2019. | ||
-2420 states successive examinations are specified in Table 1 of ASME Code Case N-770-1. | 3.3 ASME Code of Record The ASME Section XI Code of Record for the fourth 10-year ISi interval is the 2004 Edition with no Addenda. | ||
Table 1, Inspection Item B, requires examination every second inspection period not to exceed 7 years. Inspection Items D and E also require successive examinations based on defined criteria. | 3.4 ASME Code and/or Regulatory Requirements | ||
* ASME Code Case N-770-1, Paragraph | * ASME Code Case N-770-1, Paragraph -2420 states successive examinations are specified in Table 1 of ASME Code Case N-770-1. Table 1, Inspection Item B, requires examination every second inspection period not to exceed 7 years. Inspection Items D and E also require successive examinations based on defined criteria. | ||
-2500(c) states, in part, that: If 100% coverage of the required volume for axial and circumferential flaws cannot be met, but essentially 100% coverage for circumferential flaws (100% of the susceptible material volume) can be achieved, the examination for axial flaws shall be completed to achieve the maximum coverage practical. | * ASME Code Case N-770-1, Paragraph -2500(c) states, in part, that: | ||
* 10 CFR 50.55a(g)(6)(ii)(F)(4) states that, "The axial examination coverage requirements of Paragraph | If 100% coverage of the required volume for axial and circumferential flaws cannot be met, but essentially 100% coverage for circumferential flaws (100% of the susceptible material volume) can be achieved, the examination for axial flaws shall be completed to achieve the maximum coverage practical. | ||
-2500(c) may not be considered to be satisfied unless essentially 100 percent coverage is achieved." | * 10 CFR 50.55a(g)(6)(ii)(F)(4) states that, "The axial examination coverage requirements of Paragraph -2500(c) may not be considered to be satisfied unless essentially 100 percent coverage is achieved." | ||
3.5 -Proposed Alternative The licensee proposed to use the previously obtained UT examination coverage (as shown in the March 5, 2015, submittal) of the OM butt welds identified above to satisfy the examination requirements of ASME Code Case N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4). | 3.5 - Proposed Alternative The licensee proposed to use the previously obtained UT examination coverage (as shown in the March 5, 2015, submittal) of the OM butt welds identified above to satisfy the examination requirements of ASME Code Case N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4). | ||
3.6 Licensee's Basis for Use of the Proposed Alternative The licensee proposed to use weld examination coverage achieved during the ASME Code Case N-770-1 baseline examinations for the components listed above as an alternative to the N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4) required examination coverage of "essentially 100 percent" or "100 percent of the susceptible material volume," | 3.6 Licensee's Basis for Use of the Proposed Alternative The licensee proposed to use weld examination coverage achieved during the ASME Code Case N-770-1 baseline examinations for the components listed above as an alternative to the N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4) required examination coverage of "essentially 100 percent" or "100 percent of the susceptible material volume," because the required coverage is unattainable without enduring significant hardship. These welds have been examined in the past (i.e., 2010) using examination techniques qualified to meet the requirements of ASME Code Section XI, Appendix VIII, as required in 10 CFR 50.55a(g)(6). | ||
because the required coverage is unattainable without enduring significant hardship. | The weld examinations achieved the maximum practical amount of examination coverage obtainable within the limitations imposed by the design, geometry, and materials of construction | ||
These welds have been examined in the past (i.e., 2010) using examination techniques qualified to meet the requirements of ASME Code Section XI, Appendix VIII, as required in 10 CFR 50.55a(g)(6). | |||
The weld examinations achieved the maximum practical amount of examination coverage obtainable within the limitations imposed by the design, geometry, and materials of construction | - 4 .- | ||
-4 .-for the components. | for the components. The examination coverage achieved for these components during the 2010 examinations is shown in Table 1A of the March 5, 2015, submittal. | ||
The examination coverage achieved for these components during the 2010 examinations is shown in Table 1A of the March 5, 2015, submittal. | The 12 unmitigated welds, listed above (Inspection Item B welds) and in Table 1A of the licensee's submittal, are found in lower temperature regions of the reactor coolant system (RCS) (at temperatures near the RCS cold leg temperature). Therefore, there is a lower probability of crack initiation and a slower crack growth rate. These welds are also highly flaw tolerant, as demonstrated in Electric Power Research Institute, Inc. Materials Reliability Program Technical Report MRP-109, "Materials Reliability Program: Alloy 82/182 Pipe Butt Weld Safety Assessment for US PWR Plant Designs: Westinghouse and CE Design Plants | ||
The 12 unmitigated welds, listed above (Inspection Item B welds) and in Table 1A of the licensee's submittal, are found in lower temperature regions of the reactor coolant system (RCS) (at temperatures near the RCS cold leg temperature). | {MRP-109)," dated July 2004 (Reference 3). | ||
Therefore, there is a lower probability of crack initiation and a slower crack growth rate. These welds are also highly flaw tolerant, as demonstrated in Electric Power Research Institute, Inc. Materials Reliability Program Technical Report MRP-109, "Materials Reliability Program: | The licensee ground the-welds (contoured) to ensure maximum UT coverage by eliminating areas of poor UT probe contact and ensuring the best angles of incidence of the UT sound used to examine the weld. The licensee stated that: | ||
Alloy 82/182 Pipe Butt Weld Safety Assessment for US PWR Plant Designs: | Where appropriate, contouring has already been completed on the examination surface. Further actions are limited by the design minimum wall calculations for the piping. Additional axial flaw coverage would require a weld build-up of the dissimilar metal (OM) weld followed by additional contouring and a Construction Code required radiography examination. These add,itional steps to improve axial coverage constitute a hardship that does not result i.n an increase to health and safety of the public. ;. | ||
Westinghouse and CE Design Plants {MRP-109)," | The licensee also stated that: | ||
dated July 2004 (Reference 3). The licensee ground the-welds (contoured) to ensure maximum UT coverage by eliminating areas of poor UT probe contact and ensuring the best angles of incidence of the UT sound used to examine the weld. The licensee stated that: Where appropriate, contouring has already been completed on the examination surface. | Additionally, bare metal visual examinations in accordance with ASME Code Cases N-722-1 and N-770-1 will continue to be performed. During refueling outages, qualified examiners perform walkdowns of the Class 1 components at both pressurized and cold shutdown conditions. These walkdowns satisfy the ASME Section XI pressure testing and the station Serie Acid Corrosion Control Program requirements. | ||
Further actions are limited by the design minimum wall calculations for the piping. Additional axial flaw coverage would require a weld build-up of the dissimilar metal (OM) weld followed by additional contouring and a Construction Code required radiography examination. | Therefore, the UT examination coverages, which include a large percentage of the susceptible material for the circumferential and axial flaws, combined with the periodic system pressure tests and outage walkdowns, provide an acceptable level of quality and safety for identifying degradation from primary water stress corrosion cracking (PWSCC) prior to the development of a safety-significant flaw. | ||
These add,itional steps to improve axial coverage constitute a hardship that does not result i.n an increase to health and safety of the public. ;. The licensee also stated that: Additionally, bare metal visual examinations in accordance with ASME Code Cases N-722-1 and N-770-1 will continue to be performed. | 3.7 NRC Staff Evaluation PWSCC of nickel-based pressure boundary materials is a safety concern. Operational experience has shown that PWSCC can occur as a result of the combination of susceptible material, corrosive environment, and tensile stresses, resulting in leakage and the potential for loss of structural integrity. The subject DMBWs meet these conditions, and therefore, may be susceptible to PWSCC. The examination requirements of ASME Code Case N-770-1, as conditioned by 10 CFR 50.55a(g)(6)(ii)(F), are intended to ensure the structural integrity and leak tightness, and thus, an acceptable level of quality and safety, of DMBWs through nondestructive examination. | ||
During refueling | |||
The NRC staff notes that the generic rules for the frequency of volumetric examination of DMBWs were established to provide reasonable assurance of the structural integrity of the reactor coolant pressure boundary. Therefore, the staff finds th;:it plant-specific analysis could be used to provide a basis for inspection relief if the inspection requirement presents a | |||
These walkdowns satisfy the ASME Section XI pressure testing and the station Serie Acid Corrosion Control Program requirements. | * significant hardship. Accordingly, the staff reviewed the licensee's proposed alternative under the requirements of 10 CFR 50.55a(a)(z)(2) such that, "Compliance with the spedfied requirements would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety." | ||
Therefore, the UT examination coverages, which include a large percentage of the susceptible material for the circumferential and axial flaws, combined with the periodic system pressure tests and outage walkdowns, provide an acceptable level of quality and safety for identifying degradation from primary water stress corrosion cracking (PWSCC) prior to the development of a safety-significant flaw. 3.7 NRC Staff Evaluation PWSCC of nickel-based pressure boundary materials is a safety concern. | Full coverage of the welds in their current configurations is unattainable due to the presence of CASS material; physical obstructions; and the limitations imposed by design, geometry, and/or materials of construction. The staff is not aware of other reasonable options for attaining the required examination coverage and, therefore, finds that attaining the required ASME Code Case N-770-1 examination coverage would present a hardship. | ||
Operational experience has shown that PWSCC can occur as a result of the combination of susceptible | The licensee stated that CCNPP1 has examined these welds in the past (i.e., 2010). The UT examination performed in spring 2010 was a manually-delivered, phased-array, single-sided UT examination performed in both the circumferential and axial directions from the outside diameter. The personnel and UT procedure, Sl-UT-130, "Procedure for the Phased Array Ultrasonic Examination of Dissimilar Metal Welds," were qualified to the requirements of ASME Code, Section XI, Appendix VIII, Supplement 10, for detection and characterization of PWSCC. | ||
The Sl-UT-130 procedure is also qualified to scan DMBWs with single-sided access. This qualification allows for interrogation of DMBWs that have CASS safe-ends or restricted scanning conditions from the opposite side. The licensee indicated that these previous UT examinations could not obtain essentially 100 percent coverage of the required examination volume due to weld taper, insulation support obstruction, and the presence of the CASS safe-ends. | |||
The subject DMBWs meet these conditions, and therefore, may be susceptible to PWSCC. The examination requirements of ASME Code Case N-770-1, as conditioned by 10 CFR 50.55a(g)(6)(ii)(F), | In the licensee's November 24, 2015, response to NRC's request for additional information (RAI), the licensee stated that Exelon Generation Company, LLC nondestructive examination procedures have adopted the industry Nondestructive Evaluation Improvement Focus Group guidance for examination of DMBWs based on operating experience with these examinations. | ||
are intended to ensure the structural integrity and leak tightness, and thus, an acceptable level of quality and safety, of DMBWs through nondestructive examination. The NRC staff notes that the generic rules for the frequency of volumetric examination of DMBWs were established to provide reasonable assurance of the structural integrity of the reactor coolant pressure boundary. | |||
Therefore, the staff finds th;:it plant-specific analysis could be used to provide a basis for inspection relief if the inspection requirement presents a | |||
* significant hardship. | |||
Accordingly, the staff reviewed the licensee's proposed alternative under the requirements of 10 CFR 50.55a(a)(z)(2) such that, "Compliance with the spedfied requirements would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety." | |||
Full coverage of the welds in their current configurations is unattainable due to the presence of CASS material; physical obstructions; and the limitations imposed by design, geometry, and/or materials of construction. | |||
The staff is not aware of other reasonable options for attaining the required examination coverage and, therefore, finds that attaining the required ASME Code Case N-770-1 examination coverage would present a hardship. | |||
The licensee stated that CCNPP1 has examined these welds in the past (i.e., 2010). The UT examination performed in spring 2010 was a manually-delivered, phased-array, single-sided UT examination performed in both the circumferential and axial directions from the outside diameter. | |||
The personnel and UT procedure, Sl-UT-130, "Procedure for the Phased Array Ultrasonic Examination of Dissimilar Metal Welds," were qualified to the requirements of ASME Code, Section XI, Appendix VIII, Supplement 10, for detection and characterization of PWSCC. The Sl-UT-130 procedure is also qualified to scan DMBWs with single-sided access. This qualification allows for interrogation of DMBWs that have CASS safe-ends or restricted scanning conditions from the opposite side. The licensee indicated that these previous UT examinations could not obtain essentially 100 percent coverage of the required examination volume due to weld taper, insulation support obstruction, and the presence of the CASS ends. In the licensee's November 24, 2015, response to NRC's request for additional information (RAI), the licensee stated that Exelon Generation | |||
The licensee stated these procedures will be in effect during the CCNPP1 DMBW examinations. | The licensee stated these procedures will be in effect during the CCNPP1 DMBW examinations. | ||
As identified in MRP-109 and WCAP-17128-NP (Reference 4), the axial flaws that could result from a PWSCC mechanism in the susceptible Alloy 82/182 butt weld are not structurally significant. | As identified in MRP-109 and WCAP-17128-NP (Reference 4), the axial flaws that could result from a PWSCC mechanism in the susceptible Alloy 82/182 butt weld are not structurally significant. The axial critical flaw length for an reactor coolant pump (RCP) inlet and outlet Alloy 82/182 butt weld is 38.2" (MRP-109 Table 5-2), which exceeds the width of the CCNPP1 RCP inlet and outlet Alloy 82/182 butt weld material width of 1.75"-2.5". Therefore, the NRC staff finds that a critical axial flaw in an RCP inlet or outlet Alloy 82/182 butt resulting from a PWSCC mechanism is not credible, and improving the axial flaw examination volume coverage would not result in an increase in safety. | ||
The axial critical flaw length for an reactor coolant pump (RCP) inlet and outlet Alloy 82/182 butt weld is 38.2" (MRP-109 Table 5-2), which exceeds the width of the CCNPP1 RCP inlet and outlet Alloy 82/182 butt weld material width of 1.75"-2.5". | All of the welds identified in this request received essentially 100 percent examination coverage for circumferential flaws in the susceptible material that alleviates any structural integrity concerns, because an axial PWSCC flaw will be arrested in the adjacent non-susceptible material. Flaw tolerance was further documented in a February 18, 2013, letter to the NRC (Reference 5), which summarized a flaw tolerance evaluation that is bounding for all the RCP | ||
Therefore, the NRC staff finds that a critical axial flaw in an RCP inlet or outlet Alloy 82/182 butt resulting from a PWSCC mechanism is not credible, and improving the axial flaw examination volume coverage would not result in an increase in safety. All of the welds identified in this request received essentially 100 percent examination coverage for circumferential flaws in the susceptible material that alleviates any structural integrity | |||
inlet and outlet DMWs. In addition, all DMWs operating a hot leg temperature or greater have been mitigated with stress improvement. | |||
Flaw tolerance was further documented in a February 18, 2013, letter to the NRC (Reference 5), which summarized a flaw tolerance evaluation that is bounding for all the RCP | The staff determined that initiation or growth of a safety-significant flaw in a cold leg or mitigated Alloy 82/182 OM butt weld is extremely unlikely. However, as an added measure of safety, the . | ||
The staff determined that initiation or growth of a safety-significant flaw in a cold leg or mitigated Alloy 82/182 OM butt weld is extremely unlikely. | industry has developed guidelines to improve its RCS leak detection capability, in part, due to the concern with PWSCC. CCNPP1 procedures for reactor coolant inventory analysis use the recommendations and guidance of WCAP-16423-NP (Reference 6) and WCAP-16465-NP (Reference 7). The enhanced leak rate monitoring and detection procedure monitors specific values of unidentified leakage, 7-day rolling average, and baseline means. Action levels are initiated as low as when the unidentified leak rate exceeds 0.1 gallons per minute. The staff finds that the enhanced leak detection capability provides an increased level of safety so that if a flaw were to grow through-wall, although unlikely, it would be detected prior to its growing to a safety-significant size. | ||
The licensee states that contouring has already been completed on the examination surface, and further actions are limited by the design minimum wall calculations for the piping. Obtaining additional circumferential scan coverage would require a weld build-up of the DMBW followed by contouring, and an ASME Code, Section Ill, required radiographic examination. The NRC staff has examined the drawings submitted by the licensee and finds that fulfilling the essentially 100 percent examination coverage requirement is not possible using currently available UT technology and procedures. The NRC staff finds that the lack of ASME Code, Section XI, Appendix VIII, compliant examination of the CASS and carbon steel materials is not a structural integrity concern, since they are not known to be susceptible to PWSCC or other service-related cracking in the RCS environment. Therefore, the NRC staff accepts the UT examination coverage achieved for these materials. The NRC staff further finds that the efforts needed to obtain essentially 100 percent scan coverage of the susceptible material would present a hardship. | |||
The NRC staff has examined the drawings submitted by the licensee and finds that fulfilling the essentially 100 percent examination coverage requirement is not possible using currently available UT technology and procedures. | |||
The NRC staff finds that the lack of ASME Code, Section XI, Appendix VIII, compliant examination of the CASS and carbon steel materials is not a structural integrity | |||
Therefore, the NRC staff accepts the UT examination coverage achieved for these materials. | |||
The NRC staff further finds that the efforts needed to obtain essentially 100 percent scan coverage of the susceptible material would present a hardship. | |||
Additionally, in the licensee's November 24, 2015, response to NRC's RAI, the licensee confirmed it would continue to evaluate new technologies that offer improvements, nondestructive examination performance, and examination coverage. | Additionally, in the licensee's November 24, 2015, response to NRC's RAI, the licensee confirmed it would continue to evaluate new technologies that offer improvements, nondestructive examination performance, and examination coverage. | ||
Therefore, the NRC staff finds the examination coverage meeting that which was achieved previously and described in the March 5, 2015, submittal, provides an acceptable level of quality and safety for identifying degradation from PWSCC prior to a safety-significant flaw developing. | Therefore, the NRC staff finds the examination coverage meeting that which was achieved previously and described in the March 5, 2015, submittal, provides an acceptable level of quality and safety for identifying degradation from PWSCC prior to a safety-significant flaw developing. | ||
The examination coverage includes essentially 100 percent of the susceptible material for the safety-significant circumferential flaw and a significant percentage of the susceptible material for the less safety-significant axial flaw, combined with the periodic system pressure tests, outage walkdowns, and leakage monitoring. | The examination coverage includes essentially 100 percent of the susceptible material for the safety-significant circumferential flaw and a significant percentage of the susceptible material for the less safety-significant axial flaw, combined with the periodic system pressure tests, outage walkdowns, and leakage monitoring. | ||
In summary, the NRC staff finds that performing the actions needed to achieve the UT examination coverage required by 10 CFR 50.55a(g)(6)(ii)(F)(4) would constitute a hardship. | In summary, the NRC staff finds that performing the actions needed to achieve the UT examination coverage required by 10 CFR 50.55a(g)(6)(ii)(F)(4) would constitute a hardship. | ||
The NRC staff also finds that there is reasonable assurance of structural integrity and leak tightness of the subject welds. \. | The NRC staff also finds that there is reasonable assurance of structural integrity and leak tightness of the subject welds. \. | ||
==4.0 CONCLUSION== | |||
As set.forth above, the NRC staff has concluded that proposed alternative Relief Request RR-ISl-04-1 O provides reasonable assurance of structural integrity and leak tightness of the subject DMBWs, and that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety. | |||
Accordingly, the NRC staff concludes that the regulatory requirements of 10 CFR 50.55a(z)(2) have been fulfilled and authorizes use of RR-ISl-04-10 at CCNPP1 for the remainder of the fourth 10-year ISi interval. | |||
All other ASME Code, Section XI requirements for which relief was not specifically requested and authorized in the subject proposed alternative remain applicable, including third-party review by the Authorized Nuclear lnservice Inspector. | |||
== | ==5.0 REFERENCES== | ||
: 1. Letter from David Gudger, Exelon Generation Company, LLC to NRC, "Relief Request for Dissimilar Metal Butt Weld Examinations," March 5, 2015 (ADAMS Accession No. ML15075A018). | |||
: 2. Letter from David Gudger, Exelon Generation Company, LLC to NRC, "Relief Request for Dissimilar Metal Butt Weld Examinations," November 24, 2015 (ADAMS Accesion No. ML15328A513). | |||
: 3. Electric Power Research Institute, Inc;:. Materials Reliability Program Technical Report, "Materials Reliability Program: Alloy 82/182 Pipe.Butt Weld Safety Assessment for US PWR Plant Designs: Westinghouse and CE Design Plants (MRP-109)," July 2004 (ADAMS Accession No. ML042080193). | |||
: 4. Westinghouse Topical Report WCAP-17128-NP, Revision 1, "Flaw Evaluation of CE Design RCP Suction and Discharge Nozzle Dissimilar Metal Welds, Phase Ill Study," May 2010 (ADAMS Accession No. ML12306A291 ). | |||
: 5. Letter from James Stanley, CENG to NRC, "Response to Request for Additional Information - Relief Request RR-ISl-04-07A. Dissimilar Metal Butt Welds-Baseline Examinations," February 18, 2013 (ADAMS Accession No. ML13051A740). | |||
: 6. Westinghouse Topical Report WCAP-16423-NP, Revision 0, "Pressurized Water Reactor Owners Group Standard Process and Methods for Calculating RCS Leak Rate for Pressurized Water Reactors," September 2006 (ADAMS Accession No. ML070310084). | |||
: 7. Westinghouse Topical Report WCAP-16465-NP, Revision 0, September 2006, "Pressurized Water Reactor Owners Group Standard RCS Leakage Action Levels arid Response Guidelines for Pressurized Water Reactors," September 2006 (ADAMS Accession No. ML070310082) .. | |||
Principal Contributor: Keith Hoffmari Date: February 11, 2016 | |||
B. Hanson If you have any questions, please contact the project manager, Alex Chereskin, at 301-415-2549 or Alexander.Chereskln@nrc.gov. | |||
Sincerely, | |||
/RA/ | |||
Travis L Tate, Chief Plant Licensing Branch 1-1 Division of Operating Reactor Licensing Office of Nuclear Reactor Regulation Docket No. 50-317 | |||
Docket No. 50-317 | |||
==Enclosure:== | ==Enclosure:== | ||
Safety Evaluation | Safety Evaluation cc w/enclosure: Distribution via Listserv DISTRIBUTION: | ||
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Latest revision as of 21:51, 10 November 2019
ML16033A408 | |
Person / Time | |
---|---|
Site: | Calvert Cliffs ![]() |
Issue date: | 02/11/2016 |
From: | Travis Tate Plant Licensing Branch 1 |
To: | Bryan Hanson Exelon Nuclear |
Chereskin A, NRR/DORL/LPL1-1 | |
References | |
CAC MF5588 | |
Download: ML16033A408 (11) | |
Text
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 February 11, 2016 Mr. Bryan C. Hanson President and Chief Nuclear Officer Exelon Generation Company, LLC 4300 Winfield Road Warrenville, IL 60555
SUBJECT:
CALVERT CLIFFS NUCLEAR POWER PLANT, UNIT NO. 1 - RELIEF REQUEST FOR DISSIMILAR METAL BUTT WELD EXAMINATIONS (CAC NO. MF5588)
Dear Mr. Hanson:
By letter dated March 5, 2015 (Agencywide Documents Access and Management System (ADAMS) Accession No. ML15075A018), as supplemented by letter dated November 24, 2015 (ADAMS Accession No. ML15328A513), Exelon Generation Company, LLC (the licensee) submitted a request to the U.S. Nuclear Regulatory Commission (NRC) for authorization of a proposed alternative to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Case N-770-1, as conditioned by Title 1O of the Code of Federal Regulations (10 CFR), Part 50, Section 55a(g)(6)(ii){F), for the Calvert Cliffs Nuclear Power Plant, Unit No. 1 (CCNPP1).
Specifically, the licensee proposed an alternative to the requirements of 10 CFR 50.55a(g)(6)(ii)(F) for 16 dissimilar metal butt welds at CCNPP1. The licensee stated that the previous ultrasonic examinations could not obtain essentially 100 percent coverage of the required examination volume due to weld taper, insulation support obstruction, and the presence of the cast austenitic stainless steel (CASS) safe-ends. Pursuant to 10 CFR 50.55a(z)(2), the licensee requested to use an alternative on the basis that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety.
As set forth in the enclosed Safety Evaluation, the NRC staff has concluded that the proposed alternative in Relief Request RR-ISl-04-1 O* provides reasonable assurance of structural integrity and leak tightness of the subject dissimilar metal butt welds and thatcomplying with the specified requirement would result in hardship or unusual difficulty; *without a compensating increase in the level of quality and saf~ty. Accordingly, the NRC staff concludes that the regulatory requirements of 10 CFR 50.55a(z)(2) have been fulfilled and authorizes use of RR-ISl-04-10 at CCNPP1 for the remainder of the fourth 10-year inservice inspection interval.
All other ASME Code,Section XI requirements for which relief was not specifically requested and authorized in the subject proposed alternative remain applicable, including third-party review by the Authorized Nuclear lnservice Inspector.
B. Hanson If you have any questions, please contact the project manager, Alex Chereskin, at 301-415-2549 or Alexander.Chereskin@nrc.gov*.
Sincerely, Travis L. Tate, Chief Plant Licensing Branch 1-1 Division of Operating Reactor Licensing Office of Nuclear Reactor Regulation Docket Nos. 50-317
Enclosure:
Safety Evaluation cc w/enclosure: Distribution via Listserv
-~,;.-~/~~.;:
.),
UNITED STATES NUCLEAR* R~GULATORY .COMMISSION
- '-WASHINGTON, D.C. 20555-0001 SAFETY EVALUATION BY THEOFFICE OF NUCLEAR REACTOR REGULATION RELIEF REQUEST RR-ISl-04-10 REGARDING DISSIMILAR METAL BUTT WELD EXAMINATIONS CALVERT CLIFFS NUCLEAR POWER PLANT, LLC EXELON GENERATION COMPANY, LLC CALVERT CLIFFS NUCLEAR POWER PLANT. UNIT NO. 1 DOCKET NO. 50-317
1.0 INTRODUCTION
By letter dated March 5, 2015 (Reference 1), as supplemented by letter dated November 24, 2015 (Reference 2), Exelon Generation Company, LLC (the licensee), submitted a request to the U.S. Nuclear Regulatory Commission (NRC) for authorization of a proposed alternative to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Case N-770-1, as conditioned by Title 1O of the Code of Federal Regulations (10 CFR), Part 50, Section 55a(g)(6)(ii)(F), for the *c-alvert Cliffs Nuclear Power Plant, Unit No. 1 (CCNPP1 ). Specifically, the licensee proposed an alternative to the ultrasonic (UT) examination coverage requirements of 10 CFR 50.55a(g)(6)(ii)(F) for 16 dissimilar metal butt welds (DMBWs) at CCNPP1. The licensee stated that the previous UT examinations could not obtain essentially 100 percent coverage of the required examination volume ~ue to weld taper, insulation support obstructio~,. and the presence of the cast austenitic stainless steel (CASS)
- safe-ends. Pursuant to 10 CFR 50.55a(z)(2), the .licensee requested to use an alternative on the basis that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety.
2.0 REGULATORY EVALUATION
Section 50.55a(g)(6)(ii)(F) of 10 CFR requires that licensees of existing operating pressurized-water reactors (PWRs) implement the requirements of ASME Code Case N-770-1, "Alternative Examination Requirements and Acceptance Standards for Class 1 PWR Piping and Vessel Nozzle Butt Welds Fabricated With UNS N06082 or UNS W86182 Weld Filler Material With or Without Application of Listed Mitigation Activities," subject to the conditions specified in paragraphs (g)(6)(ii)(F)(2) through (g)(6)(ii)(F)(10), by the first refueling outage after August 22, 2011. Paragraph 55a(g)(6)(ii)(F)(4) of 10 CFR 50 states, "The axial examination coverage Enclosure
requirements of Paragraph -2500(c) may not be considered to be satisfied unless essentially 100 percent coverage is achieved."
Section 50.55a(z) of 10 CFR states, in part, that alternatives to the requirements of 10 CFR 50.55a(g) may be used when authorized by the NRC if the applicant demonstrates that:
(1) the proposed alternatives would provide an acceptable level of quality and safety, or (2) compliance with the specified requirements would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety.
Based on analysis of the regulatory requirements, the NRC staff concludes t.hat regulatory authority exists to authorize the proposed alternative Relief Request RR-ISl-04-1 O pursuant to 10 CFR 50.55a(z)(2).
3.0 TECHNICAL EVALUATION
3.1 Components Affected ASME Code Class 1 PWR Pressure Retaining Dissimilar Metal Piping Welds Containing Alloy 82/182, ASME Code Case N-770-1, inspection items as shown below:
- Inspection Item B, Unmitigated Butt Welds at Cold Leg Operating Temperature:
Weld ID Nominal Pipe Size 102300 I 30-RC-11 A-7 30" 102450 / 30-RC-11A-10 30" 104550 I 30-RC-118-7 30" 104700 / 30-RC-118-10 30" 107450 / 30-RC-12A-7 30"*
107600 I 30-RC-12A-10 30" 109600 / 30-RC-12B-7 30" 109750 / 30-RC-128-10 30" 114350 / 12-Sl-1009-16 12" 115200 / 12-Sl-1010-14 12" 116000/ 12-Sl-1011-13 12" 116750/ 12-Sl-1012-13 12"
- Inspection Item D, Uncracked Butt Welds Mitigated with Stress Improvement:
Weld ID Nominal Pipe Size 110450/12-PSL-1 12" 113150 / 12-SC-1004-1 12" 118500 I 4-PS-1003-6 4"
- Inspection Item E, Cracked Butt Welds Mitigated with Stress Improvement:
Weld ID Nominal Pipe Size 111100/ 12-PSL-13 12"
3.2 lnservice Inspection Interval The proposed duration for CCNPP1 is for the remainder of the fourth 10-year inservice inspection (ISi) interval which started on October 10, 2009, and concludes on June 30, 2019.
3.3 ASME Code of Record The ASME Section XI Code of Record for the fourth 10-year ISi interval is the 2004 Edition with no Addenda.
3.4 ASME Code and/or Regulatory Requirements
- ASME Code Case N-770-1, Paragraph -2420 states successive examinations are specified in Table 1 of ASME Code Case N-770-1. Table 1, Inspection Item B, requires examination every second inspection period not to exceed 7 years. Inspection Items D and E also require successive examinations based on defined criteria.
- ASME Code Case N-770-1, Paragraph -2500(c) states, in part, that:
If 100% coverage of the required volume for axial and circumferential flaws cannot be met, but essentially 100% coverage for circumferential flaws (100% of the susceptible material volume) can be achieved, the examination for axial flaws shall be completed to achieve the maximum coverage practical.
- 10 CFR 50.55a(g)(6)(ii)(F)(4) states that, "The axial examination coverage requirements of Paragraph -2500(c) may not be considered to be satisfied unless essentially 100 percent coverage is achieved."
3.5 - Proposed Alternative The licensee proposed to use the previously obtained UT examination coverage (as shown in the March 5, 2015, submittal) of the OM butt welds identified above to satisfy the examination requirements of ASME Code Case N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4).
3.6 Licensee's Basis for Use of the Proposed Alternative The licensee proposed to use weld examination coverage achieved during the ASME Code Case N-770-1 baseline examinations for the components listed above as an alternative to the N-770-1 and 10 CFR 50.55a(g)(6)(ii)(F)(4) required examination coverage of "essentially 100 percent" or "100 percent of the susceptible material volume," because the required coverage is unattainable without enduring significant hardship. These welds have been examined in the past (i.e., 2010) using examination techniques qualified to meet the requirements of ASME Code Section XI, Appendix VIII, as required in 10 CFR 50.55a(g)(6).
The weld examinations achieved the maximum practical amount of examination coverage obtainable within the limitations imposed by the design, geometry, and materials of construction
- 4 .-
for the components. The examination coverage achieved for these components during the 2010 examinations is shown in Table 1A of the March 5, 2015, submittal.
The 12 unmitigated welds, listed above (Inspection Item B welds) and in Table 1A of the licensee's submittal, are found in lower temperature regions of the reactor coolant system (RCS) (at temperatures near the RCS cold leg temperature). Therefore, there is a lower probability of crack initiation and a slower crack growth rate. These welds are also highly flaw tolerant, as demonstrated in Electric Power Research Institute, Inc. Materials Reliability Program Technical Report MRP-109, "Materials Reliability Program: Alloy 82/182 Pipe Butt Weld Safety Assessment for US PWR Plant Designs: Westinghouse and CE Design Plants
{MRP-109)," dated July 2004 (Reference 3).
The licensee ground the-welds (contoured) to ensure maximum UT coverage by eliminating areas of poor UT probe contact and ensuring the best angles of incidence of the UT sound used to examine the weld. The licensee stated that:
Where appropriate, contouring has already been completed on the examination surface. Further actions are limited by the design minimum wall calculations for the piping. Additional axial flaw coverage would require a weld build-up of the dissimilar metal (OM) weld followed by additional contouring and a Construction Code required radiography examination. These add,itional steps to improve axial coverage constitute a hardship that does not result i.n an increase to health and safety of the public. ;.
The licensee also stated that:
Additionally, bare metal visual examinations in accordance with ASME Code Cases N-722-1 and N-770-1 will continue to be performed. During refueling outages, qualified examiners perform walkdowns of the Class 1 components at both pressurized and cold shutdown conditions. These walkdowns satisfy the ASME Section XI pressure testing and the station Serie Acid Corrosion Control Program requirements.
Therefore, the UT examination coverages, which include a large percentage of the susceptible material for the circumferential and axial flaws, combined with the periodic system pressure tests and outage walkdowns, provide an acceptable level of quality and safety for identifying degradation from primary water stress corrosion cracking (PWSCC) prior to the development of a safety-significant flaw.
3.7 NRC Staff Evaluation PWSCC of nickel-based pressure boundary materials is a safety concern. Operational experience has shown that PWSCC can occur as a result of the combination of susceptible material, corrosive environment, and tensile stresses, resulting in leakage and the potential for loss of structural integrity. The subject DMBWs meet these conditions, and therefore, may be susceptible to PWSCC. The examination requirements of ASME Code Case N-770-1, as conditioned by 10 CFR 50.55a(g)(6)(ii)(F), are intended to ensure the structural integrity and leak tightness, and thus, an acceptable level of quality and safety, of DMBWs through nondestructive examination.
The NRC staff notes that the generic rules for the frequency of volumetric examination of DMBWs were established to provide reasonable assurance of the structural integrity of the reactor coolant pressure boundary. Therefore, the staff finds th;:it plant-specific analysis could be used to provide a basis for inspection relief if the inspection requirement presents a
- significant hardship. Accordingly, the staff reviewed the licensee's proposed alternative under the requirements of 10 CFR 50.55a(a)(z)(2) such that, "Compliance with the spedfied requirements would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety."
Full coverage of the welds in their current configurations is unattainable due to the presence of CASS material; physical obstructions; and the limitations imposed by design, geometry, and/or materials of construction. The staff is not aware of other reasonable options for attaining the required examination coverage and, therefore, finds that attaining the required ASME Code Case N-770-1 examination coverage would present a hardship.
The licensee stated that CCNPP1 has examined these welds in the past (i.e., 2010). The UT examination performed in spring 2010 was a manually-delivered, phased-array, single-sided UT examination performed in both the circumferential and axial directions from the outside diameter. The personnel and UT procedure, Sl-UT-130, "Procedure for the Phased Array Ultrasonic Examination of Dissimilar Metal Welds," were qualified to the requirements of ASME Code,Section XI, Appendix VIII, Supplement 10, for detection and characterization of PWSCC.
The Sl-UT-130 procedure is also qualified to scan DMBWs with single-sided access. This qualification allows for interrogation of DMBWs that have CASS safe-ends or restricted scanning conditions from the opposite side. The licensee indicated that these previous UT examinations could not obtain essentially 100 percent coverage of the required examination volume due to weld taper, insulation support obstruction, and the presence of the CASS safe-ends.
In the licensee's November 24, 2015, response to NRC's request for additional information (RAI), the licensee stated that Exelon Generation Company, LLC nondestructive examination procedures have adopted the industry Nondestructive Evaluation Improvement Focus Group guidance for examination of DMBWs based on operating experience with these examinations.
The licensee stated these procedures will be in effect during the CCNPP1 DMBW examinations.
As identified in MRP-109 and WCAP-17128-NP (Reference 4), the axial flaws that could result from a PWSCC mechanism in the susceptible Alloy 82/182 butt weld are not structurally significant. The axial critical flaw length for an reactor coolant pump (RCP) inlet and outlet Alloy 82/182 butt weld is 38.2" (MRP-109 Table 5-2), which exceeds the width of the CCNPP1 RCP inlet and outlet Alloy 82/182 butt weld material width of 1.75"-2.5". Therefore, the NRC staff finds that a critical axial flaw in an RCP inlet or outlet Alloy 82/182 butt resulting from a PWSCC mechanism is not credible, and improving the axial flaw examination volume coverage would not result in an increase in safety.
All of the welds identified in this request received essentially 100 percent examination coverage for circumferential flaws in the susceptible material that alleviates any structural integrity concerns, because an axial PWSCC flaw will be arrested in the adjacent non-susceptible material. Flaw tolerance was further documented in a February 18, 2013, letter to the NRC (Reference 5), which summarized a flaw tolerance evaluation that is bounding for all the RCP
inlet and outlet DMWs. In addition, all DMWs operating a hot leg temperature or greater have been mitigated with stress improvement.
The staff determined that initiation or growth of a safety-significant flaw in a cold leg or mitigated Alloy 82/182 OM butt weld is extremely unlikely. However, as an added measure of safety, the .
industry has developed guidelines to improve its RCS leak detection capability, in part, due to the concern with PWSCC. CCNPP1 procedures for reactor coolant inventory analysis use the recommendations and guidance of WCAP-16423-NP (Reference 6) and WCAP-16465-NP (Reference 7). The enhanced leak rate monitoring and detection procedure monitors specific values of unidentified leakage, 7-day rolling average, and baseline means. Action levels are initiated as low as when the unidentified leak rate exceeds 0.1 gallons per minute. The staff finds that the enhanced leak detection capability provides an increased level of safety so that if a flaw were to grow through-wall, although unlikely, it would be detected prior to its growing to a safety-significant size.
The licensee states that contouring has already been completed on the examination surface, and further actions are limited by the design minimum wall calculations for the piping. Obtaining additional circumferential scan coverage would require a weld build-up of the DMBW followed by contouring, and an ASME Code, Section Ill, required radiographic examination. The NRC staff has examined the drawings submitted by the licensee and finds that fulfilling the essentially 100 percent examination coverage requirement is not possible using currently available UT technology and procedures. The NRC staff finds that the lack of ASME Code,Section XI, Appendix VIII, compliant examination of the CASS and carbon steel materials is not a structural integrity concern, since they are not known to be susceptible to PWSCC or other service-related cracking in the RCS environment. Therefore, the NRC staff accepts the UT examination coverage achieved for these materials. The NRC staff further finds that the efforts needed to obtain essentially 100 percent scan coverage of the susceptible material would present a hardship.
Additionally, in the licensee's November 24, 2015, response to NRC's RAI, the licensee confirmed it would continue to evaluate new technologies that offer improvements, nondestructive examination performance, and examination coverage.
Therefore, the NRC staff finds the examination coverage meeting that which was achieved previously and described in the March 5, 2015, submittal, provides an acceptable level of quality and safety for identifying degradation from PWSCC prior to a safety-significant flaw developing.
The examination coverage includes essentially 100 percent of the susceptible material for the safety-significant circumferential flaw and a significant percentage of the susceptible material for the less safety-significant axial flaw, combined with the periodic system pressure tests, outage walkdowns, and leakage monitoring.
In summary, the NRC staff finds that performing the actions needed to achieve the UT examination coverage required by 10 CFR 50.55a(g)(6)(ii)(F)(4) would constitute a hardship.
The NRC staff also finds that there is reasonable assurance of structural integrity and leak tightness of the subject welds. \.
4.0 CONCLUSION
As set.forth above, the NRC staff has concluded that proposed alternative Relief Request RR-ISl-04-1 O provides reasonable assurance of structural integrity and leak tightness of the subject DMBWs, and that complying with the specified requirement would result in hardship or unusual difficulty without a compensating increase in the level of quality and safety.
Accordingly, the NRC staff concludes that the regulatory requirements of 10 CFR 50.55a(z)(2) have been fulfilled and authorizes use of RR-ISl-04-10 at CCNPP1 for the remainder of the fourth 10-year ISi interval.
All other ASME Code,Section XI requirements for which relief was not specifically requested and authorized in the subject proposed alternative remain applicable, including third-party review by the Authorized Nuclear lnservice Inspector.
5.0 REFERENCES
- 1. Letter from David Gudger, Exelon Generation Company, LLC to NRC, "Relief Request for Dissimilar Metal Butt Weld Examinations," March 5, 2015 (ADAMS Accession No. ML15075A018).
- 2. Letter from David Gudger, Exelon Generation Company, LLC to NRC, "Relief Request for Dissimilar Metal Butt Weld Examinations," November 24, 2015 (ADAMS Accesion No. ML15328A513).
- 3. Electric Power Research Institute, Inc;:. Materials Reliability Program Technical Report, "Materials Reliability Program: Alloy 82/182 Pipe.Butt Weld Safety Assessment for US PWR Plant Designs: Westinghouse and CE Design Plants (MRP-109)," July 2004 (ADAMS Accession No. ML042080193).
- 4. Westinghouse Topical Report WCAP-17128-NP, Revision 1, "Flaw Evaluation of CE Design RCP Suction and Discharge Nozzle Dissimilar Metal Welds, Phase Ill Study," May 2010 (ADAMS Accession No. ML12306A291 ).
- 5. Letter from James Stanley, CENG to NRC, "Response to Request for Additional Information - Relief Request RR-ISl-04-07A. Dissimilar Metal Butt Welds-Baseline Examinations," February 18, 2013 (ADAMS Accession No. ML13051A740).
- 6. Westinghouse Topical Report WCAP-16423-NP, Revision 0, "Pressurized Water Reactor Owners Group Standard Process and Methods for Calculating RCS Leak Rate for Pressurized Water Reactors," September 2006 (ADAMS Accession No. ML070310084).
- 7. Westinghouse Topical Report WCAP-16465-NP, Revision 0, September 2006, "Pressurized Water Reactor Owners Group Standard RCS Leakage Action Levels arid Response Guidelines for Pressurized Water Reactors," September 2006 (ADAMS Accession No. ML070310082) ..
Principal Contributor: Keith Hoffmari Date: February 11, 2016
B. Hanson If you have any questions, please contact the project manager, Alex Chereskin, at 301-415-2549 or Alexander.Chereskln@nrc.gov.
Sincerely,
/RA/
Travis L Tate, Chief Plant Licensing Branch 1-1 Division of Operating Reactor Licensing Office of Nuclear Reactor Regulation Docket No. 50-317
Enclosure:
Safety Evaluation cc w/enclosure: Distribution via Listserv DISTRIBUTION:
PUBLIC RidsNrrDorlLpl 1-1 Resource LPL 1-1 R/F RidsNrrPMCalvertCliffs Resource RidsNrrDeEpnb Resource RidsNrrDorlDpr Resource RidsACRS_MailCTR Resource RidsRgn 1MailCenter Resource RidsNrrLAKGoldstein Resource KHoffman, NRR CSantos, OEDO ADAMS A ccess1on No.: ML16033A408 *b1y e-ma1*1 OFFICE DORL/LPL 1-1 /PM DORL/LPL 1-1/LA DE/EPNB/BC* DORL/LPL 1-1 /BC AChereskin KGoldstein NAME DAiiey TTate (LRonewicz for)
DATE 02/03/16 02/03/16 02/02/16 02111/16 OFFICIAL RECORD COPY