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{{#Wiki_filter:10 CFR 50.55a(g)(5)(iii)
{{#Wiki_filter:10 CFR 50.55a(g)(5)(iii)
LAM A subsidiary of Pinnacle West Capital Corporation Dwight C. Mims Mail Station 7605 Palo Verde Nuclear Vice President Tel: 623-393-5403 PO Box 52034 Generating Station Regulatory Affairs and Plant Improvement Fax: 623-393-6077 Phoenix, Arizona 85072-2034 102-05948-DCM/RJR January 12, 2009 ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555-0001
LAM                         A subsidiary of Pinnacle West CapitalCorporation Dwight C. Mims                                                         Mail Station 7605 Palo Verde Nuclear     Vice President                                   Tel: 623-393-5403     PO Box 52034 Generating Station     Regulatory Affairs and Plant Improvement         Fax: 623-393-6077     Phoenix, Arizona 85072-2034 102-05948-DCM/RJR January 12, 2009 ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555-0001


==Dear Sirs:==
==Dear Sirs:==


==Subject:==
==Subject:==
Palo Verde Nuclear Generating Station (PVNGS)Unit 3 Docket No. STN 50-530 Unit 3 Second Inspection Interval Impractical Examinations  
Palo Verde Nuclear Generating Station (PVNGS)
-Relief Request 43 Pursuant to 10 CFR 50.55a(g)(5)(iii), Arizona Public Service Company (APS) is submitting Relief Request 43 for the Unit 3 second Inservice Inspection (ISI) interval.The enclosed Relief Request 43 requests relief from the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section XI requirements which have been determined by APS to be impractical.
Unit 3 Docket No. STN 50-530 Unit 3 Second Inspection Interval Impractical Examinations - Relief Request 43 Pursuant to 10 CFR 50.55a(g)(5)(iii), Arizona Public Service Company (APS) is submitting Relief Request 43 for the Unit 3 second Inservice Inspection (ISI) interval.
Z On March 14, 2008, APS submitted Relief Request 38 for similar impracticalities experienced during the Unit 2 second ISI interval.
The enclosed Relief Request 43 requests relief from the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section XI requirements which have been determined by APS to be impractical.
On September 24, 2008, the NRC requested additional information in support of Relief Request 38 which was submitted on November 14, 2008. Relief Request 43 incorporates similar information that was requested to support Relief Request 38.This letter does not make any commitments to the NRC. If you have any questions or require additional information regarding this relief request, please contact Russell A.Stroud, Licensing Section Leader, at (623) 393-5111.Sincerely, A member of the STARS (Strategic Teaming and Resource Sharing) Alliance Callaway 0 Comanche Peak
Z On March 14, 2008, APS submitted Relief Request 38 for similar impracticalities experienced during the Unit 2 second ISI interval. On September 24, 2008, the NRC requested additional information in support of Relief Request 38 which was submitted on November 14, 2008. Relief Request 43 incorporates similar information that was requested to support Relief Request 38.
This letter does not make any commitments to the NRC. If you have any questions or require additional information regarding this relief request, please contact Russell A.
Stroud, Licensing Section Leader, at (623) 393-5111.
Sincerely, A member of the   STARS       (Strategic Teaming and Resource Sharing) Alliance Callaway 0 Comanche Peak
* Diablo Canyon
* Diablo Canyon
* Palo Verde 0 San Onofre
* Palo Verde 0 San Onofre
* South Texas 0 Wolf Creek °-V -1, ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Unit 3 Second Inspection Interval Impractical Examinations  
* South Texas 0 Wolf Creek                         °-V -1,
-Relief Request 43 Page 2 DCM/TNW/RAS/RJ R/gat Enclosure cc: E. E. Collins, Jr.B. K. Singal R. I. Treadway NRC Region IV Regional Administrator NRC NRR Project Manager NRC Senior Resident Inspector for PVNGS ENCLOSURE Relief Request 43 Unit 3 INTERVAL 2 Relief Request No. 43 Relief Request in Accordance with 10 CFR 50.55a(g)(5)(iii)
 
Inservice Inspection Impracticality ASME Code Components Affected Category 1. B-H 2. B-J 3. C-C 4. C-F-1 Item B8.20 B9.11 C3.30 C5.11 C5.21 C7.30 C7.40 Description Pressurizer
ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Unit 3 Second Inspection Interval Impractical Examinations - Relief Request 43 Page 2 DCM/TNW/RAS/RJ R/gat Enclosure cc:   E. E. Collins, Jr. NRC Region IV Regional Administrator B. K. Singal       NRC NRR Project Manager R. I. Treadway     NRC Senior Resident Inspector for PVNGS
-Integrally Welded Attachment NPS 4 in. or Larger -Circumferential Welds Pump -Integrally Welded Attachments Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. -Circumferential Welds Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. -Circumferential Welds 5. C-H All Pressure Retaining Components Code Class 1 and 2 Applicable Code Editions and Addenda Second 10-year Inservice Inspection Interval for Palo Verde Nuclear Generating Station (PVNGS) Unit 3: American Society of Mechanical Engineers (ASME) Code, Section XI, 1992 Edition through 1992 Addenda. Unit 3's second ISI interval ended on January 10, 2008.ADDlicable Code Requirements IWB-2500 and IWC-2500 of ASME Section XI, 1992 Edition through 1992 Addenda states in part that B-H, B-J, C-C, C-F-1 welds and C-H components will be examined essentially 100%.1 Relief Request 43 Proposed Alternatives A request for relief for the following items is being requested because of physical interference due to plant configuration and component geometry.
 
The examination limitations are described in the paragraphs below. In order to meet the volumetric or surface coverage requirements, the affected welds would have to be re-designed and modified.
ENCLOSURE Relief Request 43
To meet the pressure testing coverage requirements, installation clips and other attachments would have to be re-designed and modified.
 
Re-design and modification of components to obtain the required examination volume is contrary to the intent of the Code. Therefore, this option is considered impractical.
Unit 3 INTERVAL 2 Relief Request No. 43 Relief Request in Accordance with 10 CFR 50.55a(g)(5)(iii)
: 1. B-H B8.20 Pressurizer  
Inservice Inspection Impracticality ASME Code Components Affected Category       Item        Description
-Integrally Welded Attachment The Pressurizer Skirt weld (Weld #1) is inaccessible from the inside due to radiation, insulation, heaters, and drain lines. Only the outside surface of the skirt weld is accessible for examination.
: 1. B-H           B8.20        Pressurizer - Integrally Welded Attachment
Where the outside portion is accessible, an ultrasonic examination was also performed to augment the surface examination.
: 2. B-J           B9.11        NPS 4 in. or Larger - Circumferential Welds
The ultrasonic examination achieved 78% Code volume coverage.
: 3. C-C           C3.30        Pump - Integrally Welded Attachments
Therefore, APS considers this examination to be limited. In addition, a magnetic particle (MT) surface examination was performed on 100% of the accessible surface of the weld. The following sketches (Sketch 1 and Sketch 2) illustrate the geometric conditions that limit the examination of this weld to the outside diameter.2 Relief Request 43 ISO"&#xfd;&#xfd;Pav'p-mIr 0o a 0 V0 Sketch 1 -Weld Configuration 3I 3 Relief Request 43 Skirt to Vessel Wels Support Skirt IPrssuarer Hesbus (36 Tp.Sketch 2 -Weld Location 2. B-J B9.11 NPS 4 in. or Larger -Circumferential Welds The following piping butt weld of category B-J with single sided access was credited to only a 50% code volume coverage based on Appendix VIII Performance Demonstration Initiative (PDI) demonstration.
: 4.     C-F-1         C5.11         Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. - Circumferential Welds C5.21         Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. - Circumferential Welds
The B-J piping weld was examined in accordance with the PDI generic procedure PDI-UT-2. No limitations to the procedural requirements were encountered.
: 5. C-H            C7.30        All Pressure Retaining Components C7.40 Code Class 1 and 2 Applicable Code Editions and Addenda Second 10-year Inservice Inspection Interval for Palo Verde Nuclear Generating Station (PVNGS) Unit 3: American Society of Mechanical Engineers (ASME) Code, Section XI, 1992 Edition through 1992 Addenda. Unit 3's second ISI interval ended on January 10, 2008.
The following sketch is a typical weld profile configuration (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.). As shown in the following sketch, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.4 Relief Request 43 PIPE TO FITTING JOINTS This distance does 10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed.
ADDlicable Code Requirements IWB-2500 and IWC-2500 of ASME Section XI, 1992 Edition through 1992 Addenda states in part that B-H, B-J, C-C, C-F-1 welds and C-H components will be examined essentially 100%.
However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single sided access configurations.
1
Therefore, APS considers the B-J weld to be limited coverage.In accordance with PDI procedure, PDI-UT-2, the table below lists the angle and mode of ultrasonic sound applied to maximize coverage of the single sided B-J piping weld.Item ID Configuration Ultrasonic Technique Diameter & Wall Material Thickness 23-4 pipe to valve 45 Degree Shear Wave 14" x 1.406" 300 series SS to same 60 Degree Refracted L-Wave A review of the ultrasonic examination reports for the single sided B-J piping weld indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage.
 
It should be noted that a liquid penetrant examination was also performed with no limitations noted.3. C-C C3.30 Pump -Integrally Welded Attachments The HPSI Pump front support lugs (116-1A, 116-1D, 117-1A and 117-1D) have restricted access by the structural base support material.
Relief Request 43 Proposed Alternatives A request for relief for the following items is being requested because of physical interference due to plant configuration and component geometry. The examination limitations are described in the paragraphs below. In order to meet the volumetric or surface coverage requirements, the affected welds would have to be re-designed and modified. To meet the pressure testing coverage requirements, installation clips and other attachments would have to be re-designed and modified. Re-design and modification of components to obtain the required examination volume is contrary to the intent of the Code. Therefore, this option is considered impractical.
The lugs are accessible for examination; however, the Code required examination area is limited on the bottom of the front lugs. The following drawing illustrates the location of the lugs and the photo identifies the support member limitations.
: 1. B-H       B8.20 Pressurizer - Integrally Welded Attachment The Pressurizer Skirt weld (Weld #1) is inaccessible from the inside due to radiation, insulation, heaters, and drain lines. Only the outside surface of the skirt weld is accessible for examination. Where the outside portion is accessible, an ultrasonic examination was also performed to augment the surface examination. The ultrasonic examination achieved 78% Code volume coverage. Therefore, APS considers this examination to be limited. In addition, a magnetic particle (MT) surface examination was performed on 100% of the accessible surface of the weld. The following sketches (Sketch 1 and Sketch 2) illustrate the geometric conditions that limit the examination of this weld to the outside diameter.
A comparison photo for the rear lugs illustrates the difference in accessibility.
2
The rear lugs were not limited and 100%coverage was obtained.
 
The front lugs were limited at the bottom side of the lug-to-5 Relief Request 43 pressure boundary weld. The examination reports for the front lugs noted 78% of the required area was examined.
Relief Request 43
Therefore, APS considers this examination to be limited.IS Zone Drawing of typical HPSI Pump 6 HPSI Pump Rear Lug HPSI Pump Front Lug 7 Relief Request 43 4. C-F-1 C5.11 Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. -Circumferential Welds, and C5.21 Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. Circumferential Welds The butt welds of category C-F-1 with single sided access were credited to only a 50%code volume coverage based on Appendix VIII PDI demonstration.
                                      &#xfd;&#xfd;Pav'p-mIr 0o ISO" a
All of the C-F-1 piping welds were examined in accordance with the PDI generic procedure PDI-UT-2.
0 V0 Sketch 1 -Weld Configuration 3I 3
No limitations to the procedural requirements were encountered.
 
The Item 2 discussion illustrates a typical weld profile sketch (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.) for these weld configurations.
Relief Request 43 Skirt to Vessel Wels Support Skirt IPrssuarer Hesbus (36 Tp.
As shown in the sketch in Item 2, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed.
Sketch 2 - Weld Location
However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single side access configurations.
: 2. B-J               B9.11 NPS 4 in. or Larger - Circumferential Welds The following piping butt weld of category B-J with single sided access was credited to only a 50% code volume coverage based on Appendix VIII Performance Demonstration Initiative (PDI) demonstration.
Therefore, APS considers the C-F-1 welds to be limited coverage.In accordance with PDI procedure, PDI-UT-2, the table below list the angle and mode of ultrasonic sound applied to maximize coverage of the single sided C-F-1 piping welds.Item ID Configuration Ultrasonic Technique Diameter & Wall Material Thickness 62-24 pipe to 45 Degree Shear Wave 6" x .562" 300 series SS to same penenetration 60 Degree Refracted L-Wave 63-4 pipe to valve 45 Degree Shear Wave 6" x .562" 300 series SS to same 60 Degree Refracted L-Wave 63-30 pipe to 45 Degree Shear Wave 6" x .562" 300 series SS to same penenetration 60 Degree Refracted L-Wave 77-7 pipe to flange 45, 70 Degree Shear Wave 12" x .375" 300 series SS to same 77-14 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 79-14 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 76-7 pipe to flange 45, 70 Degree Shear Wave 12" x .375" 300 series SS to same 77-16 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 84-9 pipe to valve 45 Degree Shear Wave 24" x .562" 300 series SS to same 60 Degree Refracted L-Wave 77-27 pipe to valve 45 Degree Shear Wave 12" x 1.312" 300 series SS to same 60 Degree Refracted L-Wave 70-121 pipe to valve 45 Degree Shear Wave 16" x 1.594" 300 series SS to same 60 Degree Refracted L-Wave 84-3 pipe to 45, 70 Degree Shear Wave 24 x .375 300 series SS to same 8 Relief Request 43 Item ID Configuration Ultrasonic Technique Diameter & Wall Material Thickness penenetration 84-12 pipe to valve 45 Degree Shear Wave 24" x .562" 300 series SS to same 60 Degree Refracted L-Wave 85-46 pipe to valve 45, 70 Degree Shear Wave 20" x .375" 300 series SS to same 106-1 pipe to pump 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 106-21 pipe to valve 45, 70 Degree Shear Wave 4" x .438" 300 series SS to same 107-11 pipe to valve 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 107-42 pipe to tee 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 109-21 pipe to tee 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 110-39 pipe to 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same penenetration 110-17 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 110-52 pipe to tee 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 111-34 pipe to flange 45, 70 Degree Shear Wave 4" x .438" 300 series SS to same 112-45 pipe to reducer 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 113-21. pipe to tee 45, 60, 70 Deg Shear Wave 2" x .344" 300 series SS to same 60 Degree Refracted L-Wave 113-28 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 115-13 pipe to 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same penenetration 118-49 pipe to valve 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 119-52 pipe to valve 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 119-53 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same A review of the ultrasonic examination reports for the single sided C-F-1 piping welds indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage.5. C-H C7.30 and C7.40 All Pressure Retaining components The three chemical and volume control system (CVCS) charging pumps each have a suction stabilizer and pulsation dampener for system stability purposes.
The B-J piping weld was examined in accordance with the PDI generic procedure PDI-UT-2. No limitations to the procedural requirements were encountered. The following sketch is a typical weld profile configuration (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.). As shown in the following sketch, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.
These components have a bladder and nitrogen system to moderate the fluid shock in the CVCS to maintain consistent operating characteristics.
4
The nitrogen tubing lines up to and including the first isolation valve from the stabilizer and dampeners are ASME Class 2. A visual testing level II (VT-2) qualified examiner employs a "snoop" method to detect escaping gas in the form of bubbles on this tubing. This tubing has installation clips and other attachments that prevent 100% snooping of the tubing. Therefore, APS considers this examination to be limited. Note the following photograph depicts a typical installation clip and associated VT-2 limitation.
 
9 Relief Request 43 Line numbers for these lines are A-938-HCBA-3/8", A-937-CCBA-3/8", B-940-HCBA-3/8", B-939-CCBA-3/8", E-942-HCBA-3/8", E-941-CCBA-3/8" Conclusion In conclusion, the items for which relief is being requested were examined to the fullest extent possible.
Relief Request 43 PIPE TO FITTING JOINTS This distance does 10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed. However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single sided access configurations. Therefore, APS considers the B-J weld to be limited coverage.
In accordance with 10 CFR 50.55a(g)(5)(iii)
In accordance with PDI procedure, PDI-UT-2, the table below lists the angle and mode of ultrasonic sound applied to maximize coverage of the single sided B-J piping weld.
APS is requesting relief from conformance with the above cited Code requirements which have been determined to be impractical for Items B8.20, B9.1 1, 03.30, 05.11, 05.21, 07.30, and 07.40.References ASME Section XI, Division 1, Rules for Inspection and Testing of Components of Light Water Cooled Plants 1992 Edition, 1992 Addenda.NRC Regulations, Title 10, Code of Federal Regulations 10 CFR 50.55a.10}}
Item ID     Configuration     Ultrasonic Technique         Diameter &Wall             Material Thickness 23-4           pipe to valve 45 Degree Shear Wave           14" x 1.406"         300 series SS to same 60 Degree Refracted L-Wave A review of the ultrasonic examination reports for the single sided B-J piping weld indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage. It should be noted that a liquid penetrant examination was also performed with no limitations noted.
: 3. C-C         C3.30 Pump - Integrally Welded Attachments The HPSI Pump front support lugs (116-1A, 116-1D, 117-1A and 117-1D) have restricted access by the structural base support material. The lugs are accessible for examination; however, the Code required examination area is limited on the bottom of the front lugs. The following drawing illustrates the location of the lugs and the photo identifies the support member limitations. A comparison photo for the rear lugs illustrates the difference in accessibility. The rear lugs were not limited and 100%
coverage was obtained. The front lugs were limited at the bottom side of the lug-to-5
 
Relief Request 43 pressure boundary weld. The examination reports for the front lugs noted 78% of the required area was examined. Therefore, APS considers this examination to be limited.
IS Zone Drawing of typical HPSI Pump 6
 
HPSI Pump Rear Lug HPSI Pump Front Lug 7
 
Relief Request 43
: 4. C-F-1       C5.11 Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. - Circumferential Welds, and C5.21 Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. Circumferential Welds The butt welds of category C-F-1 with single sided access were credited to only a 50%
code volume coverage based on Appendix VIII PDI demonstration.
All of the C-F-1 piping welds were examined in accordance with the PDI generic procedure PDI-UT-2. No limitations to the procedural requirements were encountered.
The Item 2 discussion illustrates a typical weld profile sketch (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.) for these weld configurations. As shown in the sketch in Item 2, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.
10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed. However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single side access configurations. Therefore, APS considers the C-F-1 welds to be limited coverage.
In accordance with PDI procedure, PDI-UT-2, the table below list the angle and mode of ultrasonic sound applied to maximize coverage of the single sided C-F-1 piping welds.
Item ID     Configuration         Ultrasonic Technique     Diameter &Wall       Material Thickness 62-24             pipe to       45 Degree Shear Wave       6" x .562"     300 series SS to same penenetration     60 Degree Refracted L-Wave 63-4           pipe to valve     45 Degree Shear Wave       6" x .562"     300 series SS to same 60 Degree Refracted L-Wave 63-30             pipe to       45 Degree Shear Wave       6" x .562"     300 series SS to same penenetration     60 Degree Refracted L-Wave 77-7         pipe to flange     45, 70 Degree Shear Wave   12" x .375"   300 series SS to same 77-14         pipe to valve     45 Degree Shear Wave       12" x 1.125"   300 series SS to same 60 Degree Refracted L-Wave 79-14         pipe to valve     45 Degree Shear Wave       12" x 1.125"   300 series SS to same 60 Degree Refracted L-Wave 76-7         pipe to flange     45, 70 Degree Shear Wave   12" x .375"   300 series SS to same 77-16         pipe to valve     45 Degree Shear Wave       12" x 1.125"   300 series SS to same 60 Degree Refracted L-Wave 84-9           pipe to valve     45 Degree Shear Wave       24" x .562"   300 series SS to same 60 Degree Refracted L-Wave 77-27         pipe to valve     45 Degree Shear Wave       12" x 1.312"   300 series SS to same 60 Degree Refracted L-Wave 70-121         pipe to valve     45 Degree Shear Wave       16" x 1.594"   300 series SS to same 60 Degree Refracted L-Wave 84-3             pipe to       45, 70 Degree Shear Wave   24 x .375     300 series SS to same 8
 
Relief Request 43 Item ID     Configuration     Ultrasonic Technique     Diameter &Wall       Material Thickness penenetration 84-12           pipe to valve 45 Degree Shear Wave       24" x .562"   300 series SS to same 60 Degree Refracted L-Wave 85-46           pipe to valve 45, 70 Degree Shear Wave   20" x .375"   300 series SS to same 106-1           pipe to pump   45, 70 Degree Shear Wave   4" x .337"     300 series SS to same 106-21         pipe to valve 45, 70 Degree Shear Wave   4" x .438"     300 series SS to same 107-11         pipe to valve 45, 70 Degree Shear Wave   4" x .337"     300 series SS to same 107-42           pipe to tee   45, 70 Degree Shear Wave   2" x .344"     300 series SS to same 109-21           pipe to tee   45, 70 Degree Shear Wave   4" x .337"     300 series SS to same 110-39             pipe to     45, 70 Degree Shear Wave   3" x .438"     300 series SS to same penenetration 110-17         pipe to valve 45, 70 Degree Shear Wave   2" x .344"     300 series SS to same 110-52           pipe to tee   45, 70 Degree Shear Wave   2" x .344"     300 series SS to same 111-34         pipe to flange 45, 70 Degree Shear Wave   4" x .438"     300 series SS to same 112-45         pipe to reducer 45, 70 Degree Shear Wave   3" x .438"     300 series SS to same 113-21.         pipe to tee   45, 60, 70 Deg Shear Wave 2" x .344"     300 series SS to same 60 Degree Refracted L-Wave 113-28         pipe to valve 45, 70 Degree Shear Wave   2" x .344"     300 series SS to same 115-13             pipe to     45, 70 Degree Shear Wave   3" x .438"     300 series SS to same penenetration 118-49         pipe to valve 45, 70 Degree Shear Wave   3" x .438"     300 series SS to same 119-52         pipe to valve 45, 70 Degree Shear Wave   3" x .438"     300 series SS to same 119-53         pipe to valve 45, 70 Degree Shear Wave   2" x .344"     300 series SS to same A review of the ultrasonic examination reports for the single sided C-F-1 piping welds indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage.
: 5. C-H       C7.30 and C7.40 All Pressure Retaining components The three chemical and volume control system (CVCS) charging pumps each have a suction stabilizer and pulsation dampener for system stability purposes. These components have a bladder and nitrogen system to moderate the fluid shock in the CVCS to maintain consistent operating characteristics. The nitrogen tubing lines up to and including the first isolation valve from the stabilizer and dampeners are ASME Class 2. A visual testing level II (VT-2) qualified examiner employs a "snoop" method to detect escaping gas in the form of bubbles on this tubing. This tubing has installation clips and other attachments that prevent 100% snooping of the tubing. Therefore, APS considers this examination to be limited. Note the following photograph depicts a typical installation clip and associated VT-2 limitation.
9
 
Relief Request 43 Line numbers for these lines are A-938-HCBA-3/8", A-937-CCBA-3/8", B-940-HCBA-3/8", B-939-CCBA-3/8", E-942-HCBA-3/8", E-941-CCBA-3/8" Conclusion In conclusion, the items for which relief is being requested were examined to the fullest extent possible. In accordance with 10 CFR 50.55a(g)(5)(iii) APS is requesting relief from conformance with the above cited Code requirements which have been determined to be impractical for Items B8.20, B9.1 1, 03.30, 05.11, 05.21, 07.30, and 07.40.
References ASME Section XI, Division 1, Rules for Inspection and Testing of Components of Light Water Cooled Plants 1992 Edition, 1992 Addenda.
NRC Regulations, Title 10, Code of Federal Regulations 10 CFR 50.55a.
10}}

Latest revision as of 09:35, 14 November 2019

Second Inspection Interval Impractical Examinations - Relief Request 43
ML090280369
Person / Time
Site: Palo Verde Arizona Public Service icon.png
Issue date: 01/12/2009
From: Mims D
Arizona Public Service Co
To:
Document Control Desk, Office of Nuclear Reactor Regulation
References
102-05948-DCM/RJR
Download: ML090280369 (13)


Text

10 CFR 50.55a(g)(5)(iii)

LAM A subsidiary of Pinnacle West CapitalCorporation Dwight C. Mims Mail Station 7605 Palo Verde Nuclear Vice President Tel: 623-393-5403 PO Box 52034 Generating Station Regulatory Affairs and Plant Improvement Fax: 623-393-6077 Phoenix, Arizona 85072-2034 102-05948-DCM/RJR January 12, 2009 ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555-0001

Dear Sirs:

Subject:

Palo Verde Nuclear Generating Station (PVNGS)

Unit 3 Docket No. STN 50-530 Unit 3 Second Inspection Interval Impractical Examinations - Relief Request 43 Pursuant to 10 CFR 50.55a(g)(5)(iii), Arizona Public Service Company (APS) is submitting Relief Request 43 for the Unit 3 second Inservice Inspection (ISI) interval.

The enclosed Relief Request 43 requests relief from the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code,Section XI requirements which have been determined by APS to be impractical.

Z On March 14, 2008, APS submitted Relief Request 38 for similar impracticalities experienced during the Unit 2 second ISI interval. On September 24, 2008, the NRC requested additional information in support of Relief Request 38 which was submitted on November 14, 2008. Relief Request 43 incorporates similar information that was requested to support Relief Request 38.

This letter does not make any commitments to the NRC. If you have any questions or require additional information regarding this relief request, please contact Russell A.

Stroud, Licensing Section Leader, at (623) 393-5111.

Sincerely, A member of the STARS (Strategic Teaming and Resource Sharing) Alliance Callaway 0 Comanche Peak

  • Diablo Canyon
  • Palo Verde 0 San Onofre
  • South Texas 0 Wolf Creek °-V -1,

ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Unit 3 Second Inspection Interval Impractical Examinations - Relief Request 43 Page 2 DCM/TNW/RAS/RJ R/gat Enclosure cc: E. E. Collins, Jr. NRC Region IV Regional Administrator B. K. Singal NRC NRR Project Manager R. I. Treadway NRC Senior Resident Inspector for PVNGS

ENCLOSURE Relief Request 43

Unit 3 INTERVAL 2 Relief Request No. 43 Relief Request in Accordance with 10 CFR 50.55a(g)(5)(iii)

Inservice Inspection Impracticality ASME Code Components Affected Category Item Description

1. B-H B8.20 Pressurizer - Integrally Welded Attachment
2. B-J B9.11 NPS 4 in. or Larger - Circumferential Welds
3. C-C C3.30 Pump - Integrally Welded Attachments
4. C-F-1 C5.11 Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. - Circumferential Welds C5.21 Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. - Circumferential Welds
5. C-H C7.30 All Pressure Retaining Components C7.40 Code Class 1 and 2 Applicable Code Editions and Addenda Second 10-year Inservice Inspection Interval for Palo Verde Nuclear Generating Station (PVNGS) Unit 3: American Society of Mechanical Engineers (ASME) Code,Section XI, 1992 Edition through 1992 Addenda. Unit 3's second ISI interval ended on January 10, 2008.

ADDlicable Code Requirements IWB-2500 and IWC-2500 of ASME Section XI, 1992 Edition through 1992 Addenda states in part that B-H, B-J, C-C, C-F-1 welds and C-H components will be examined essentially 100%.

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Relief Request 43 Proposed Alternatives A request for relief for the following items is being requested because of physical interference due to plant configuration and component geometry. The examination limitations are described in the paragraphs below. In order to meet the volumetric or surface coverage requirements, the affected welds would have to be re-designed and modified. To meet the pressure testing coverage requirements, installation clips and other attachments would have to be re-designed and modified. Re-design and modification of components to obtain the required examination volume is contrary to the intent of the Code. Therefore, this option is considered impractical.

1. B-H B8.20 Pressurizer - Integrally Welded Attachment The Pressurizer Skirt weld (Weld #1) is inaccessible from the inside due to radiation, insulation, heaters, and drain lines. Only the outside surface of the skirt weld is accessible for examination. Where the outside portion is accessible, an ultrasonic examination was also performed to augment the surface examination. The ultrasonic examination achieved 78% Code volume coverage. Therefore, APS considers this examination to be limited. In addition, a magnetic particle (MT) surface examination was performed on 100% of the accessible surface of the weld. The following sketches (Sketch 1 and Sketch 2) illustrate the geometric conditions that limit the examination of this weld to the outside diameter.

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Relief Request 43

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0 V0 Sketch 1 -Weld Configuration 3I 3

Relief Request 43 Skirt to Vessel Wels Support Skirt IPrssuarer Hesbus (36 Tp.

Sketch 2 - Weld Location

2. B-J B9.11 NPS 4 in. or Larger - Circumferential Welds The following piping butt weld of category B-J with single sided access was credited to only a 50% code volume coverage based on Appendix VIII Performance Demonstration Initiative (PDI) demonstration.

The B-J piping weld was examined in accordance with the PDI generic procedure PDI-UT-2. No limitations to the procedural requirements were encountered. The following sketch is a typical weld profile configuration (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.). As shown in the following sketch, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.

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Relief Request 43 PIPE TO FITTING JOINTS This distance does 10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed. However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single sided access configurations. Therefore, APS considers the B-J weld to be limited coverage.

In accordance with PDI procedure, PDI-UT-2, the table below lists the angle and mode of ultrasonic sound applied to maximize coverage of the single sided B-J piping weld.

Item ID Configuration Ultrasonic Technique Diameter &Wall Material Thickness 23-4 pipe to valve 45 Degree Shear Wave 14" x 1.406" 300 series SS to same 60 Degree Refracted L-Wave A review of the ultrasonic examination reports for the single sided B-J piping weld indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage. It should be noted that a liquid penetrant examination was also performed with no limitations noted.

3. C-C C3.30 Pump - Integrally Welded Attachments The HPSI Pump front support lugs (116-1A, 116-1D, 117-1A and 117-1D) have restricted access by the structural base support material. The lugs are accessible for examination; however, the Code required examination area is limited on the bottom of the front lugs. The following drawing illustrates the location of the lugs and the photo identifies the support member limitations. A comparison photo for the rear lugs illustrates the difference in accessibility. The rear lugs were not limited and 100%

coverage was obtained. The front lugs were limited at the bottom side of the lug-to-5

Relief Request 43 pressure boundary weld. The examination reports for the front lugs noted 78% of the required area was examined. Therefore, APS considers this examination to be limited.

IS Zone Drawing of typical HPSI Pump 6

HPSI Pump Rear Lug HPSI Pump Front Lug 7

Relief Request 43

4. C-F-1 C5.11 Piping Welds > 3/8 in. Nominal Wall Thickness for Piping > NPS 4 in. - Circumferential Welds, and C5.21 Piping Welds > 1/5 in. Nominal Wall Thickness for Piping > NPS 2 in. and < 4 in. Circumferential Welds The butt welds of category C-F-1 with single sided access were credited to only a 50%

code volume coverage based on Appendix VIII PDI demonstration.

All of the C-F-1 piping welds were examined in accordance with the PDI generic procedure PDI-UT-2. No limitations to the procedural requirements were encountered.

The Item 2 discussion illustrates a typical weld profile sketch (pipe-to-fitting, pipe-to-valve, pipe-to-pump, etc.) for these weld configurations. As shown in the sketch in Item 2, these types of welds contain a taper as the connection transitions into the attached item. As a result of the slope of this taper and limited distance from the weld to the attached item, no meaningful axial scans can be performed from the tapered side of the weld.

10 CFR 50.55a (b)(2)(xv)(A)(2) allows for full coverage credit to be claimed from a single side examination if a successful single-sided Appendix VIII demonstration using flaws on the opposite side of the weld is successfully completed. However, the PDI procedure used by APS has not been qualified to detect flaws on the far side of single side access configurations. Therefore, APS considers the C-F-1 welds to be limited coverage.

In accordance with PDI procedure, PDI-UT-2, the table below list the angle and mode of ultrasonic sound applied to maximize coverage of the single sided C-F-1 piping welds.

Item ID Configuration Ultrasonic Technique Diameter &Wall Material Thickness 62-24 pipe to 45 Degree Shear Wave 6" x .562" 300 series SS to same penenetration 60 Degree Refracted L-Wave 63-4 pipe to valve 45 Degree Shear Wave 6" x .562" 300 series SS to same 60 Degree Refracted L-Wave 63-30 pipe to 45 Degree Shear Wave 6" x .562" 300 series SS to same penenetration 60 Degree Refracted L-Wave 77-7 pipe to flange 45, 70 Degree Shear Wave 12" x .375" 300 series SS to same 77-14 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 79-14 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 76-7 pipe to flange 45, 70 Degree Shear Wave 12" x .375" 300 series SS to same 77-16 pipe to valve 45 Degree Shear Wave 12" x 1.125" 300 series SS to same 60 Degree Refracted L-Wave 84-9 pipe to valve 45 Degree Shear Wave 24" x .562" 300 series SS to same 60 Degree Refracted L-Wave 77-27 pipe to valve 45 Degree Shear Wave 12" x 1.312" 300 series SS to same 60 Degree Refracted L-Wave 70-121 pipe to valve 45 Degree Shear Wave 16" x 1.594" 300 series SS to same 60 Degree Refracted L-Wave 84-3 pipe to 45, 70 Degree Shear Wave 24 x .375 300 series SS to same 8

Relief Request 43 Item ID Configuration Ultrasonic Technique Diameter &Wall Material Thickness penenetration 84-12 pipe to valve 45 Degree Shear Wave 24" x .562" 300 series SS to same 60 Degree Refracted L-Wave 85-46 pipe to valve 45, 70 Degree Shear Wave 20" x .375" 300 series SS to same 106-1 pipe to pump 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 106-21 pipe to valve 45, 70 Degree Shear Wave 4" x .438" 300 series SS to same 107-11 pipe to valve 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 107-42 pipe to tee 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 109-21 pipe to tee 45, 70 Degree Shear Wave 4" x .337" 300 series SS to same 110-39 pipe to 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same penenetration 110-17 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 110-52 pipe to tee 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 111-34 pipe to flange 45, 70 Degree Shear Wave 4" x .438" 300 series SS to same 112-45 pipe to reducer 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 113-21. pipe to tee 45, 60, 70 Deg Shear Wave 2" x .344" 300 series SS to same 60 Degree Refracted L-Wave 113-28 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same 115-13 pipe to 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same penenetration 118-49 pipe to valve 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 119-52 pipe to valve 45, 70 Degree Shear Wave 3" x .438" 300 series SS to same 119-53 pipe to valve 45, 70 Degree Shear Wave 2" x .344" 300 series SS to same A review of the ultrasonic examination reports for the single sided C-F-1 piping welds indicates that no limitations or comments were made addressing weld crown, diametrical weld shrinkage, surface roughness, or other conditions that would cause limited volumetric coverage.

5. C-H C7.30 and C7.40 All Pressure Retaining components The three chemical and volume control system (CVCS) charging pumps each have a suction stabilizer and pulsation dampener for system stability purposes. These components have a bladder and nitrogen system to moderate the fluid shock in the CVCS to maintain consistent operating characteristics. The nitrogen tubing lines up to and including the first isolation valve from the stabilizer and dampeners are ASME Class 2. A visual testing level II (VT-2) qualified examiner employs a "snoop" method to detect escaping gas in the form of bubbles on this tubing. This tubing has installation clips and other attachments that prevent 100% snooping of the tubing. Therefore, APS considers this examination to be limited. Note the following photograph depicts a typical installation clip and associated VT-2 limitation.

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Relief Request 43 Line numbers for these lines are A-938-HCBA-3/8", A-937-CCBA-3/8", B-940-HCBA-3/8", B-939-CCBA-3/8", E-942-HCBA-3/8", E-941-CCBA-3/8" Conclusion In conclusion, the items for which relief is being requested were examined to the fullest extent possible. In accordance with 10 CFR 50.55a(g)(5)(iii) APS is requesting relief from conformance with the above cited Code requirements which have been determined to be impractical for Items B8.20, B9.1 1, 03.30, 05.11, 05.21, 07.30, and 07.40.

References ASME Section XI, Division 1, Rules for Inspection and Testing of Components of Light Water Cooled Plants 1992 Edition, 1992 Addenda.

NRC Regulations, Title 10, Code of Federal Regulations 10 CFR 50.55a.

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