ML102980470

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Memorandum from Timothy Ohara to Arthur Burritt, Inservice Inspection Activities Inspection Feeder for Salem Unit 1, Inspection Report 05000272/2010003, Revision of July 21, 2010
ML102980470
Person / Time
Site: Salem PSEG icon.png
Issue date: 07/22/2010
From: O'Hara T
Engineering Region 1 Branch 1
To: Arthur Burritt
Reactor Projects Branch 3
References
FOIA/PA-2010-0334, IR-10-003
Download: ML102980470 (29)


See also: IR 05000272/2010003

Text

UNITED STATES

NUCLEAR REGULATORY COMMISSION

REGION I

475 ALLENDALE ROAD

KING OF PRUSSIA, PA 19406-1415

July 22, 2010

n/9

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MEMORANDUM TO:

Arthur L. Burritt, Chief

Projects Branch 3

Division of Reactor Projects

Richard J. Conte, Chief

Engineering Branch I

Division of Reactor Safety

THRU:

FROM:

Timothy L. OHara, Reactor Inspector

Engineering Branch 1

Division of Reactor Safety

SUBJECT:

INSERVICE INSPECTION ACTIVITIES INSPECTION FEEDER

FOR SALEM UNIT 1, INSPECTION REPORT

05000272/2010003, REVISION OF July 21, 2010

The enclosed feeder contains input for the subject report resulting from inspection of Inservice

Inspection (ISI) activities during the period from April 5, 2010 to June 28, 2010, at Salem Unit 1.

The inspection was conducted using Inspection Procedure 71111.08, Inservice Inspection

Activities and Temporary Instruction (TI) 2515/172, Reactor Coolant System Dissimilar Metal

Butt Welds. The results of this inspection were presented to Mr. Ed Eilola, Salem Plant

Manager, at an exit meeting on June 28, 2010.

Suggested Cover Letter Input

This feeder documents one NRC-identified finding of very low safety significance (Green). This

finding was determined to be a violation of an NRC requirement. This feeder also documents a

licensee-identified violation, which was determined to be of very low safety significance, in

section 40A7 of this report. Because these violations are of very low safety significance and

because the issues were entered into your corrective action process, these findings are being

treated as non-cited violations (NCVs) consistent with Section VI.A.1 of the NRC Enforcement

Policy.

Issue of Agency Concern: Buried, Safety Related Piping:

Because of an ongoing issue of Agency Concern about the degradation of buried piping, this

issue is being documented as a licensee-identified finding in Section 40A7, in accordance with

the guidance of IMC 0612-10.

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No specific action is needed for this concern in light of industry initiatives on buried piping and

the NRC Buried Piping Action Plan.

Since this issue, as noted below, is licensee identified, a long discussion was not permitted by

IMC0612 format requirements. Documenting an issue of agency wide concern appears to only

apply to minor findings, however, this issue is more than minor and licensee identified.

The following finding of very low safety significance was identified by PSEG and is a violation of

10 CFR 50, Appendix B, Criterion III, Design Control, an NRC requirement. PSEG did not

providean effective protective coating for the buried AFW piping. This issue has been

evaluated via IMC 0609, Attachment 4, Initial Screening and Characterization of Findings and

IMC 0612, Appendix B, Issue Screening.

During a planned excavation and inspection of the Unit 1 AFW buried piping to SG #12 and SG

  1. 14, PSEG identified corrosion (significantly below minimum wall thickness for a design

pressure of 1950 psi) of the safety related, ASME Class 3, Seismic Class 1 piping. PSEG

repaired or replaced the affected Unit 1 buried AFW piping before returning the plant to

operation. Portions of the Unit 1 and Unit 2 Auxiliary Feedwater (AFW) System piping is buried

piping and has not been visually inspected since the plant began operation in 1977 for Unit I

and since 1979 for Salem Unit 2. In April 2010, approximately 680 ft. (340 ft. of the #12 SG

AFW supply and 340 ft. of the #14 SG AFW supply) of piping between the pump discharge

manifold and the connection to the Main Feedwater piping to the affected SGs was discovered

to be corroded to below minimum wall thickness (0.278") for the 1950 psi design pressure of the

AFW System. The lowest wall thickness measured in the affected piping was 0.077".

Preliminarily, PSEG representatives believe that there was an inadvertent omission of coating

during construction days. PSEG plans on excavating the Unit 2 buried piping to inspect the

condition during the next Unit 2 outage scheduled for the spring of 2011. Although no leakage

was evident for these conditions, the inspector questioned if periodic pressure test had been

conducted on this underground piping and this resulted in an NRC identified finding, as noted in

this feeder, along with an operability determination for Unit 2 and as risk assessment for waiting

to do the above noted inspection. This analysis resulted in a revised pipe design rating for

Unit 2 down to 1275 psig.

10 CFR 50, Appendix B, Criterion 11, Design Control, states, in part, "Measures shall be

established to assure that applicable regulatory requirements and the design basis ...

for

those structures, systems, and components to which this appendix applies are correctly

translated into specifications, drawings, procedures, and instructions. These measures shall

include provisions to assure that appropriate quality standards are specified and included in

design documents and that deviations from such standards are controlled. Measures shall also

be established for the selection and review for suitability of application of materials, parts,

equipment, and processes that are essential to the safety-related functions of the structures,

systems and components."

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Contrary to these requirements, PSEG did not

provide engineering evaluations, vendor

certification, or testing data to demonstrate that the specified coating would protect the buried

AFW piping for the design lifetime of the plant. Also, PSEG did not assure appropriate quality

standards which assure that deviations from such standards were controlled. Additionally,

PSEG did not provide measures for the selection and review for suitability of the coating

materials for the buried AFW piping application, for periodic inspections to ensure that the.

applied coating was protecting the buried AFW piping, and did not provide engineering details

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demonstrating the ability of the coating to protect the buried AFW piping for the design life of the

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This licensee identified finding affects the mitigating systems cornerstone by affecting the

secondary, short term decay heat removal capability. Because the finding did not result in loss

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of operability or functionality the inspector determined that the finding was of very low safety

significance, Green. The inspector determined that this licensee identified finding is more than

minor, and that a Cross Cutting Aspect did not exist because the issue was not indicative of

current performance because the condition existed since 1977. Specifically, the section of

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piping under question was identified with degradation that put the system outside its originalf,

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design basis (1950 psi design rating); and PSEG was required to make significant revisions to

the system design analysis to take credit for available margin to show that the system remained

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operable.

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Because PSEG entered this condition into the corrective action process (Notification 20456999)

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and because the issue is of very low safety significance (Green), this issue is being treated as a

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licensee identified non-cited violation consistent with Section VI.A. 1 of the NRC Enforcement

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Policy.

Follow up Comments for Future PI&R Sample

Because PSEG had not completed the EQ:ACE for the corroded AFW piping, had not

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completed the Root Cause Evaluation for missing the IWA-5244 pressure tests, and had not

completed it's evaluation of Notification 20462034, it was agreed that an annual PI&R sample

would be completed to review these documents to determine that the following

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comments/observations have been addressed by PSEG. It is anticipated that this sample will

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be performed in September 2010 depending upon PSEG completion of the cause

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determinations and Notification actions.

The inspector made other observations related to the finding on the AFW pressure testing issue

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and degradation noted in the AFW yard piping. PSEG intends to address the following

observations/comments in the cause determinations and Notification evaluations.*,

(1)

The PSEG buried piping inspection procedure did not document how a representative

inspection sample is selected and did not enumerate the basis for the inspection sample

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selection(s).

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(2)

The PSEG buried piping inspection procedure does not provide a threshold criteria for

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inspection conditions which must be entered into the corrective action process for evaluation,

potential resolution and/or tracking.

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(3)

PSEG has not defined a design life for

the new coating on the replaced buried AFW

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piping for Unit 1. Also, PSEG has not determined an excavation and inspection frequency for

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the newly coated, replaced Unit 1 buried piping.

(4)

Notification 20459689 reported the failure to perform the ASME, Section Xl, paragraph

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IWA-5244 required pressure tests on the buried AFW piping for Unit 1 and Unit 2. This

Notification states, "The system pressure test boundary drawing ($2-SPT-336-0) identifies the

piping as YARD piping not buried piping." It is not clear what PSEG is doing to ensure that

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other system drawings which may contain the same YARD markings and are potentially not

being treated as buried piping and components.

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(5)

PSEG Buried Piping Program assumes that buried piping is protected by a coating

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system to protect the piping from degradation/corrosion for the design life of the plant.

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However, the Unit 1 AFW piping was discovered to not have been coated or protected. It is not

clear what PSEG is doing to confirm or verify that other buried piping is protected with an

effective coating which will protect the piping for the plant life.

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(6)

PSEG agreed to provide the ASME, NIS-2 forms with ANI approval for the completion of

the repair/replacement of the Unit 1 AFW piping.

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(7)

PSEG has initiated Notification 20462034 to investigate and confirm the basis of the

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1950 psig design pressure of the AFW system. Actions included in this Notification were in

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progress when the inspection ended on June 28, 2010.

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Enclosure:

Feeder for Salem Unit 1, Inspection Report No. 05000272/2010003,

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05000311/2010003

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cc w/Enclosure: (VIA E-MAIL)

A. Burritt, DRP

L. Cline, DRP

D. Schroeder, DRP, SRI - Salem Unit 1

T. O'Hara, DRS

R. Hardies, NRR

DRS Files

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SUNSI Review Complete:

TLOIRJC

(Reviewer's Initials)

Non-Public Designation Category: MD 3.4 Non-Public A.7

DOCUMENT NAME: g:\\DRS\\EB1\\ohara\\salem1-(2010003)(ohara)(isi-rpt)(7-21-

201 0)wbr3edits.doc

After declaring this document An Official Agency Record" it will not be released to the Public.

To receive a copy of this document, indicate in the box: "C" = Copy without attachment/enclosure

"E" = Copy with

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OFFICE

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NAME

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DATE

07/21/2010

07/21/2010

07/22/2010

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SUMMARY OF FINDINGS

Reactor Safety

Cornerstone: Mitigating Systems

ne),for-iPSE',falr o perform aL'i~i iry feedwater syste~m (AFV

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ace efiiency is mr e than minor becaue the con~dition affected the EfqLýO et~

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his finding is described in

Section 1 R08.

One violation of very low safety significance, which was identified by PSEG, was

reviewed by the inspector. Corrective actions taken or planned by PSEG were entered into

the corrective action program. The violation and corrective action (notification) tracking

number is described in Section 40A7 of this report.

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REPORT DETAILS

1R08 Inservice Inspection (ISI) (7111108- 1 Sample)

a.

Inspection Scope

The inspector observed a selected sample of nondestructive examination (NDE)

activities in process. Also, the inspector reviewed the records of selected additional

samples of completed NDE and repair/replacement activities. The sample selection was

based on the inspection procedure objectives and risk priority of those components and

systems where degradation would result in a significant increase in risk of core damage.

The observations and documentation reviews were performed to verify that the activities

inspected were performed in accordance with the American Society of Mechanical

Engineers (ASME) Boiler and Pressure Vessel Code requirements.

The inspector reviewed the licensee's performance of a visual inspection (VT) of the Unit

1 reactor vessel closure head (RVCH) and the installed upper head penetrations. The

inspector reviewed the visual procedure, the qualifications of the personnel and

reviewed the inspection report documenting the inspection results. The inspector also

reviewed the data sheets for the penetrant tests completed on three of the penetration

welds of the RVCH.

The inspector reviewed records for ultrasonic testing (UT), visual testing (VT), penetrant

testing (PT) and magnetic particle testing (MT) NDE processes. PSEG did not perform

any radiographic testing (RT) during this outage. The inspector reviewed inspection

data sheets and documentation for these activities to verify the effectiveness of the

examiner, process, and equipment in identifying degradation of risk significant systems,

structures and components and to evaluate the activities for compliance with the

requirements of ASME Code,Section XI.

Steam Generator Inspection Activities

The inspectors reviewed a sample of the Unit 1 steam generator eddy current testing

(ECT) tube examinations, and applicable procedures for monitoring degradation of

steam generator tubes to verify that the steam generator examination activities were

performed in accordance with the rules and regulations of the steam generator

examination program, Salem Unit 1 steam generator examination guidelines, NRC

Generic Letters, 1 OCFR50, technical specifications for Unit 1, Nuclear Energy Institute

97-06, EPRI PWR steam generator examination guidelines, and the ASME Boiler and

Pressure Vessel Code Sections V and XI. The review also included the Salem Unit 1

steam generator degradation assessment and steam generator Cycle 21 and 22

operational assessment. The inspector also verified the individual certifications for

personnel participating in the SG ECT inspections during the 1R20 refueling outage.

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The inspector reviewed PSEG's efforts in identifying wear degradation to the tubing in

the four SGs at Unit 1. The majority of the identified wear indications were attributed to

anti vibration bar (AVB) wear in the u bend regions of the four SGs. The inspector

reviewed the analyses and evaluations that determined that a total of 14 SG tubes would

be removed from service by plugging.

Boris Acid Corrosion Control Program Activities

The inspector reviewed the PSEG boric acid corrosion control program. The resident

inspectors observed PSEG personnel performing boric acid walkdown inspections,

inside containment, and in other affected areas outside of containment, at the beginning

of the Unit 1 refueling outage. The inspectors reviewed the notifications generated by

the walkdowns and the evaluations conducted by Engineering to disposition the

notifications. Additionally, the inspector reviewed a sample of notifications and

corrective actions completed to repair the reported conditions.

Section XI Repair/Replacement Samples:

AFW System Piping, Control Air & Station Air: The inspectors reviewed PSEG's

discovery, reporting, evaluation and the repair/replacement of Unit 1 AFW piping that

was excavated for inspection during the April 2010 Unit 1 refueling outage (1R20).

PSEG conducted this inspection in accordance with PSEG's Buried Piping Inspection

Program. Additionally, the inspectors reviewed the UT testing results (approximately

20,000) performed to characterize the condition of the degraded Unit 1 buried AFW

piping.

The inspector also reviewed the repair/replacement work orders and the 50.59 screening

and evaluation for the AFW, CA and SA piping. The inspectors reviewed the fabrication

of the replacement piping, reviewed the' documentation of the welding and NDE of the

replacement piping and reviewed the pressure tests used to certify the replacement

piping. Additionally, the inspector reviewed the specified replacement coating, the

application of the replacement coating and the backfill of the excavated area after the

  • piping had been tested.

The inspector reviewed the finite element analysis (FEA) results from PSEG's past

operability analysis on the affected Unit 1 buried AFW piping completed by the licensee

in order to demonstrate past operability at a reduced system pressure of 1275 psig. The

design pressure of the AFW system is 1950 psig.

The inspector also reviewed the UT testing results (approximately 400) performed on

  • i4porbtons of the Unit 2_AFWpiping in response to the conditions observed on Unit

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1 piping in order to determine if significant degradation existed on the Unit 2 buried AFW

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piping.

Reiectable Indication Accepted For Service After Analysis:

The inspector reviewed the Notification and the UT data report of a rejectable wall

thickness measurement on the #11 SG Feedwater elbow during 1 R20. The inspector

reviewed the additional wall thickness data taken to further define the condition and

3

reviewed the finite element analysis (FEA) which verified that sufficient wall thickness

remained to operate the component until the next refueling outage when it will be

replaced.

b.

Finding

The inspector identified the following violation related to ASME,Section XI testing of

buried Unit I and Unit 2 buried AFW piping.

introduction. The inspector identified a GREEN non-cited violation (NCV) of 10 CFR 50.55a(g)(4) and the referenced American Society of Mechanical Engineers (ASME)

Code,Section XI, paragraph IWA-5244 for PSEG's failure to perform required pressure

tests of buried components. This piping is safety related, 4.0" ID, ASME Class 3,

Seismic Class 1 piping.

Description. Portions of the Unit I and Unit 2 Auxiliary Feedwater (AFW) System piping

is buried piping and has not been visually inspected since the plant began operation in

1977 for Unit 1 and since 1979 for Salem Unit 2. In April 2010, approximately 680 ft.

(340 ft. of the #12 SG AFW supply and 340 ft. of the #14 SG AFW supply) of piping

between the pump discharge manifold and the connection to the Main Feedwater piping

to the affected SGs was discovered to be corroded to below minimum wall thickness

(0.278") for the 1950 psi design pressure of the AFW System. The discovery was noted

by PSEG during a planned excavation implementing their buried pipe inspection

program. The lowest wall thickness measured in the affected piping was 0.077". PSEG

plans on excavating the Unit 2 buried piping to inspect the condition during the next

Unit 2 outage scheduled for the spring of 2011. The affected Unit 1 piping was replaced.

Although no leakage was evident for these conditions, the inspector questioned if

periodic pressure tests had been conducted on this underground piping.

10 CFR 50.55(a)(g)(4)(ii) requires licensees to follow the in-service requirements of the

ASME Code,Section XI. Paragraph IWA-5244 of Section Xl requires licensees to

perform es

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the tested piping. The pressure test required by IWA-5244 is considered to be an

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inservice inspection and is part of Section XI.Section XI and IWA-5244 do not specify

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PSEG sought relief, from the NRC, from the previous Code required pressure testing in

1988 for Unit 1 only. Relief was granted to PSEG, by the NRC,_to perform an alternate

flow test in 1991 for Unit 1. However, *SEG

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PSEG replaced the affected buried Unit 1 piping during the refueling outage in April/May

2010. The required pressure tests were successfully completed after the replacement of

the Unit 1 buried piping. Because the AFW system functioned as required during the

plant shutdown prior to the start of, 1R20 (April 2010), the system did not loose

operability.

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Contrary to these requirements, PSEG did not perform the required pressure tests of the

buried AFW piping to the #12 SG and #14 SG at Salem Unit 1 during the 2nd In Service

Inspection Interval (2/27/88 to 5/19/01) and during the 1st (5/19/01 to 6/3/04) and 2nd

(6/24/04 to 5/20/08) periods of the 3rd In Service Inspection Interval (5/19/01 to 5/19/11).

Also, contrary to these requirements, PSEG did not perform the required pressure tests

of the buried piping to the #22 SG and #24 SG for Unit 2 for the 1st period (5/19/01 to

6/3/04) and 2nd period (6/24/04 to 5/20/08) of the 3rd In Service Inspection Interval.

Consequently, from 2/27/88 to 4/20/07) the required pressure tests were not performed

to demonstrate structural integrity on the affected buried-Unit 1 AFW piping.

Because PSEG entered this condition into the corrective action process (Notification

20459686) and because it is is of very low safety significance (Green), it is being treated

as a non-cited violation consistent with Section VI.A.1 of the NRC Enforcement Policy.

NCV 50-272/2010-?? and NCV 50-311/2010-??

40A2 Identification and Resolution of Problems (71152)

a.

Inspection Scope

The inspectors reviewed a sample of corrective action reports (notifications), listed in

Attachment 2 which involved in-service inspection related issues, to ensure that issues

are being promptly identified, reported and resolved.

b.

Findings

No findings of significance were identified.

40A5 Temporary Instruction (TI) 2515/172

a.

Inspection Scope

The Temporary Instruction (TI), 2515/172 provides for confirmation that owners of

pressurized-water reactors (PWRs) have implemented the industry guidelines of the

Materials Reliability Program (MRP) -139 regarding nondestructive examination and

evaluation of certain dissimilar metal welds in the RCS containing nickel based Alloys

600/82/182.

6

During 1R20 PSEG inspected the dissimilar metal weld on the 1" reactor vessel drain

piping with no detected indications. Salem Unit 1 has dissimilar metal welds in the eight

reactor coolant system piping to reactor vessel nozzle safe end welds. No additional

inspections or MSIP applications were performed during 1R20.

This TI requires documentation of specific questions in an inspection report. The

questions and responses for the IR 05000272/2010003 section 40A5 are included in

this report as Attachment "B-I".

b. Findings

No findings of significance were identified.

40A6 Meetings, includinq Exit

The inspectors presented the ISI inspection and TI 2515/172 inspection results to Mr. Ed

Eilola, Salem Plant Manager, and other members of the PSEG staff at the conclusion of

the inspection at an exit meeting on June 28, 2010 for Salem Unit 1. The licensee

acknowledged the conclusions and observations presented. Some proprietary

information was reviewed during this inspection and was properly destroyed. No

proprietary information is contained in this report.

40A7 Licensee Identified Violations

The following violation of NRC requirements was identified by PSEG. It was determined

to have very low significance (Green) and to meet the criteria of Section VI of the NRC

Enforcement Policy, NUREG-1600, for being dispositioned as a non-cited violation.

The f*llowing finding of very l.w safcy

.igifi.a...

was identified by PSEG. The finding

is a violation of 10 CFR 50, Appendix B, Criterion III, Design Control that-requires in part

that measures shall be established to assure that applicable regulatory requirements

and'design bases are correctly translated into specifications, drawings, and instructions

and that these measures shall include provisions to assure the proper selection and

review for suitability of application of materials, parts, equipment, and processes. During

pipe excavation and inspections conducted as part of PSEGs buried piping program

PSEG identified that it did not provide an effective protective coating for the buried_

section of AFW piping on Unit 1.

PSEG identified general corrosion that reduced the wall thickness of the safety related

piping to less than the design minimum wall thickness of 0.278" for the system design

pressure of 1950 psig. The lowest measured wall thickness was 0.077". An FEA for the

degraded piping was able to demonstrate past operabili

at a reduced operating

pressure of 1275 psiorto

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Because PSEG entered this condition into the corrective action process (Notification

20456999) and because the issue is of very low safety significance (Green), this issue is

being treated as a non-cited violation consistent with Section VI.A.1 of the NRC

Enforcement Policy. NCV 50-27212010003-??

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ATTACHMENT

SUPPLEMENTAL INFORMATION

KEY CONTACTS

Licensee Personnel:

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Howard Berrick, PSEG

Pat Fabian, PSEG

Mohammad Ahmed, PSEG

Tony Oliveri, PSEG

Tom Roberts, PSEG

Ali Fakhar, PSEG

Len Rajkowski, PSEG

Dave Mora, PSEG

Edley Giles, PSEG

Walter Sheets, PSEG

Bob Montgomery, PSEG

Jim Mellchiona, PSEG

Bill Mattingly, PSEG

Pat Van Horn, PSEG

Jim Barnes, PSEG

Justin Werne, PSEG

Rick Villar, PSEG

Matthew Murray, PSEG

'4

44"

LIST OF DOCUMENTS REVIEWED

Notifications:

20457869, Control Air Piping Leak*

20462034, Basis AFW Discharge Line Design Pressure*

20461785, Untimely retrieval of Design Documents*

20461255, U2 Containment Liner Blisters*

20459259, U2 Containment Liner Blisters*

20459689, failure to do IWA-5244 pressure tests*

20456999, Guided Wave (GW) pipe wall loss 20% to 44%*, in Equipment Apparent Cause

Evaluation (EQ;ACE) Charter

20457854, see Equipment Apparent Cause Evaluation (EQ: ACE) Charter

20457869, Air Line Leak, in Equipment Apparent Cause Evaluation EQ: ACE Charter

20458147, see Equipment Apparent Cause Evaluation (EQ: ACE) Charter

20458148, see Equipment Apparent Cause Evaluation (EQ: ACE) Charter

20458568, see Equipment Apparent Cause Evaluation (EQ: ACE) Charter

20458554, 11 CA HDR Line In Fuel Xfer Area Degraded*

20458761, 1R20 CA Buried Pipe Coating Repair*

20458925, 1 R20 SA Buried Pipe Coating Repair*.

20457262, (88) 1R20 AF Buried Pipe Inspection Results*

20460624, Need Heat Trace on AF lines in FFT Area

20457877, UI Containment Liner Corrosion at 78' El.*

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20459259, Ul Corrosion on Containment Liner*

20459303, #14 AF pipe damaged penetration seal*

20459304, #12 AF pipe damaged penetration seal*

20459454, Request for Additional UT Data, 4/18/10 (due to 0.077" reading)*

20344017, Inspect steel liner in 1R19

20235636, NRC noted water running down containment wall

20459189, Question on location of RFO-14 location of a PZR shell weld

20290560, Replace section of 15B FWH shell-S1-R18

20457879, (184) 1R20 FAC(N18) 14# elbow below Tmin

20456828, (66) valve has visible boron buildup 1 R20

20459232, Heavy Dry White Boron VIv Packing (1 R20)

20456834, Heavy Dry White Boron VIv Packing (1 R20)

20456840, Medium Dry White Boron VIv Packing (1 R20)

20456839, Medium Dry. White Boron Vlv Packing (1R20)

20389147, Recordable ISI Indications on CVC Tank

20344017, Inspect Steel Liner in 1R19 @ Containment Sump

20235636, NRC Noted Water Running Down Containment Wall

20392631, ARMA From ISI Program Audit 2008

20460624, Need Heat Trace on AF lines in FTT Area

20333050, Response to NRC NOV EA-07-149

20322039, 2 nd Interval ISI NRC Violation

20397518, A1CVC-1CV180 Chk VIv Stuck Open - PI&R review

20444514, Boric Acid Leak from Drain Line - PI&R review

20445314, boron leak - PI&R review

20448241, Minor Packing Leak - BAC - PI&R review

20435861, 21SJ313 Has Boric Acid Leakage - PI&R review

20417331, Boric Acid Leak at 11 CV156 - PI&R review

20411151, Tubing leak on 1SS653 - PI&R review

20414343, 12 Charging Pump seal inj. Line - PI&R review

20395346, 12 Bat PP Seal Leak - PI&R review

20450330, Containment Liner Corrosion - PI&R review

20385733, Severe Corrosion on FP Valve - PI&R review

20438320, (217) Op Eval. Of Containment Corrosion - PI&R review

20387897, Significant outlet pipe corrosion - PI&R review

20397225, MIC Corrosion Causing Through Wall Leak - PI&R review

20436836, Repair Cracks in Battery Cells - PI&R review

20392145, Update U1 ISI Relief Request Book - PI&R review

20449447, Update Salem Unit 1 ISI 10 Yr Plan - PI&R review

20449744, Update Salem Unit 1 Containment ISI 10 Yr Plan - PI&R review

20449442, Update Salem Unit 2 Containment ISI 10 Yr Plan - PI&R review

20449554, Salem U2 RFO18 ISI Scope - PI&R review

20416605, INPO PSIRV Alloy 600 Program - PI&R review

20404057, Unit 2 ISI (MSIP) - PI&R review

20392631, ARMA FROM ISI PROGRAM AUDIT 2008 - PI&R review

20388065, Water leaking in decon room - PI&R review

20439023, 23 CFCU Head Leakage - PI&R review

20439022, SW Header Leakage 23 CFCU - PI&R review

20389148, 1R19 ISI Weld Exam Limitations - PI&R review

20416605, INPO PSIRV Alloy 600 Program - PI&R review

20449442, Update Salem 2 Containment ISI 10 yr. Plan - PI&R review

20449554, Salem Unit 2 RFO18 ISI Scope - PI&R review

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20449747, Update Salem 2 ISI 10 Yr. Plan - PI&R review

20401542, Perform ISI BMV Exam on RPV Upper Head - PI&R review

20449063, SA Ul Service Inspec- ISI & U1 TI 2515 - PI&R review

20389147, Recordable ISI Indications on CVC Tank - PI&R review

20392145, Update Ul ISI Relief Request Book - PI&R review

20449744, Update Salem U1 Containment ISI 10 Yr. Plan - PI&R review

20409943, NRC RIS 2009-04 SG Tube Insp Rqmts - PI&R review

20459851, Section Xl Exams Limited to 90% or Less - PI&R review

20450520, Recoat Affected Areas of Liner 2R18 - PI&R review

20457388, Excavation Issues - PI&R review

  • Denotes this Notification was generated as a result of this inspection

Section XI Repair/Replacement Samples:

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W.O. 60079414,14" Carbon Steel Elbow FAC indication below minimum wall

W.O. 60084266, Salem Ul AF Buried Piping Inspection

W.O. 60089561, 80101381: Replace Aux FW U/G Piping

W.O. 60064104, Repair 15B FWH Area

W.O. 60084375, BACC Program repair to 1PS1

W.O. 60089612, BACC Program repair to SlCVC-14CV392

W.O. 60089615, BACC Program repair to S1SJ-13SJ25

W.O. 60089848, 80101382 Advanced Work Authorization #2 FTTA Replace Aux. Feedwater

Pipe

W.O. 60089561, 80101381 Advanced Work Authorization - Replace Aux. FW U/G Piping,

4/9/10

Non-Code Repair

W.O. 60089848, Repair Non-nuclear, safety related CA Pipe, Unit 1 FTTA

W.O. 60089757, Test Non-nuclear, safety related CA Pipe Repair, Unit 1 FTTA

Miscellaneous Work Orders:

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W.O. 60089917, Penetrations for CA & SA Lines, 4/23/10

W.O. 941017262, Activity 04, Excavate and Examine Auxiliary Feedwater Piping,

W.O. 941017262, Activity 03, Excavate and Examine Auxiliary Feedwater Piping,

W.O. 941017262, Activity 02, Excavate and Examine Auxiliary Feedwater Piping,

W.O. 941017262, Activity 01, Excavate and Examine Auxiliary Feedwater Piping,

W.O. 60089561, Flush New AFW piping 12 and 14

Unit 2, 12/94

Unit 2, 12/94

Unit 2, 12/94

Unit 2, 12/94

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Drawings & Sketches:

205236A8761-54, Salem Nuclear Generating Station, Unit No. 1, Auxiliary Feedwater

Salem Unit 1 Aux Feed Piping, Allan Johnson, 4/10/10

80101381 RO, Buried Pipe, Replaced AFW Piping Arrangement

207483A8923-1 1, Salem Nuclear Generating Station, Unit No. 1 - Reactor Containment

Auxiliary Feedwater, Plans & Sections - Elev. 78' 10" & 100' 0", Mechanical

Arrangement, Revision 8, 9/31/86

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207483A8923-28, Sheet I of 4, Salem Nuclear Generating Station, Unit No. 1 - Reactor

Containment Auxiliary Feedwater, Plans & Sections - Elev. 84',Mechanical

Arrangement, Revision 8, 9/31/86

207483A8923-31, Sheet 2 of 4, Salem Nuclear Generating Station, Unit No. 1 - Reactor

Containment Auxiliary Feedwater, Plans & Sections - Elev. 84', Mechanical

Arrangement, Revision 8, 9/31/86

207483A8923-28, Sheet 3 of 4, Salem Nuclear Generating Station, Unit No. 1 - Reactor

Containment Auxiliary Feedwater, Plans & Sections - Elev. 84', Mechanical

Arrangement, Revision 8, 9/31/86

207483A8923-30, Salem Nuclear Generating Station, Unit No. 1 - Reactor

Containment Auxiliary Feedwater, Plans & Sections - Elev. 84',Mechanical

Arrangement, Revision 8, 9/31/86

207610A8896-12, Salem Nuclear Generating Station, Unit No. 1 - Auxiliary Building & Reactor

Containmnet Compressed Air Piping, Aux. Building El. 84 East & React. Contain. El. 78,

Mechanical Arrangement, Revision 8, 9/31/86

Design Change Packages/Equivalent Change Packages

80101382, Revision 2, Replace Salem Unit 1 AFW Piping from the UnitMechanical Penetration

Area El. 78'-0" to the Unit 1 Fuel Transfer Tube Area El. 100'-0"

80101381, Revision 1, Replace in-kind the Salem Unit 1 AF Piping that runs underground from

the Unit 1 Fuel Transfer Tube Area to the Unit 1 Main Steam Outer Penetration Area

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50.59 Applicability Reviews, Screenings & Evaluations

80101382; Salem Unit 1 12/14 AF Piping Reroute; 4/24/10

System & Program Health Reports & Self-Assessments:

Salem Boric Acid Corrosion Control Program Focused Area Self-Assessment, 1/2010

70106830, Salem $1R20 NRC ISI Inspection Check-In Self Assessment

70095327, Salem Boric Acid Corrosion Control Program Focused Area Self-Assessment,

4/29/09

Pro-gram Documents

PSEG Nuclear Salem Units 1 & 2, Alloy 600 Management Plan, Long Term Plan (LTP),

Revision 2, Integrated Strategic Plan For Long Term Protection from Primary Water

Stress Corrosion Cracking (PWSCC), 10/15/09

ASME, Section X1,1998 Edition, 2000 Addenda, IWA-5244 Buried Components

OAR-i, Owner's Activity Report, #S1RFO19, 1/15/09

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Procedures

DETAILED AND GENERAL, VT-1 AND VT-3 VISUAL EXAMINATION OF ASME CLASS MC

AND CC CONTAINMENT SURFACES AND COMPONENTS

SHRA - AP.ZZ - 8805(Q) - Revision 4, 8/31/06; Boric Acid Corrosion Management Program

ER - AP - 331, Revision 4, Boric Acid Corrosion Control (BACC) Program

ER - AP - 331 - 1001, Revision 2, Boric Acid Corrosion Control (BACC) Inspection Locations,

Implementation And inspection Guidelines

ER - AP - 331 - 1002, Revision 3, Boric Acid Corrosion Control (BACC) Program Identification,

Screening, and Evaluation

ER - AP - 331 - 1003, Revision 1, RCS Leakage Monitoring And Action Plan

ER - AP - 331 - 1004, Revision 2, Boric Acid Corrosion Control (BACC) Program Training and

Qualification

ER - AA - 330 - 001, Revision 7, SECTION XI PRESSURE TESTING

LS - AA - 125, Revision 13; Corrective Action Program (CAP) Procedure

LS - AA - 120, Revision 8; Issue Identification And Screening Process

SH.RA-IS.ZZ-0005(Q)-Revision 6; VT-2 Visual Examination Of Nuclear Class 1, 2 and 3

Systems

SH.RA-IS.ZZ-0150(Q) - Revision 8, 10/19/04; Nuclear Class 1, 2, 3 and MC Component

Support Visual Examination

OU-AP-335-043, Revision 0; BARE METAL VISUAL EXAMINATION (VE) OF CLASS I PWR

COMPONENTS CONTAINING ALLOY 600/82/182 AND CLASS 1 PWR REACTOR

VESSEL UPPER HEADS

OU-AA-335-015, Revision 0; VT 2 - VISUAL EXAMINATION

Areva NP, Inc., Engineering Information Record 51-9118973-000; Qualified Eddy Current

Examination Techniques for Salem Unit 1 Areva Steam Generators, 10/15/09

AREVA NP 03-9123233, Revision 000, 10/13/09; Salem Unit 2 RVCH Flange Repair

SC.MD-GP.ZZ-0035(Q) - Revision 9, PRESSURE TESTING OF NUCLEAR CLASS 2 AND 3

COMPONENTS AND SYSTEMS, 02/02/10

SH.MD-GP.ZZ-0240(Q) - Revision 10, SYSTEM PRESSURE TEST AT NORMAL OPERATING

PRESSURE AND TEMPERATURE, 7/29/09

S2.OP-AF-0007(Q)-Revision 20, 12/23/09; INSERVICE TESTING AUXILIARY FEEDWATER

VALVES, MODE 3

ER-AA-5400-1002, Revision 1, BURIED PIPING EXAMINATION GUIDE

Specification No. S-C-MPOO-MGS-0001; Piping Schedule SPS54, Auxiliary Feedwater,

Revision 6

PSEG Test Procedure 10-H-8-R1, Unit 2 Auxiliary Feedwater 2100/2150 Hydro; 9/21/78

NDE Examination Reports & Data Sheets

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003753, VT-10-113, PRV nozzle sliding support

003754, VT-10-114, RPV nozzle sliding support

006325, UT-10-041, PZR longitudinal shell weld J (100%)

007500, UT-10-132, PZR surge line nozzle (100%)

007901, UT-10-028, 13 SG lower head to tubesheet weld (67%)

006073, VE-10-026, CRDM TO VESSEL PENETRATION WELD, 4/12/10

008001, VE-10-027, 31-RCN-1 130-IRS

008026, VE-1 0-028, 29-RCN-1 130-IRS

009070, VE-10-030, 12-STG Channel Head Drain (100%)

033300, UT-10-027, 4-PS-1131-27 (100%)

033200, UT-10-029, 4-PS-1 131-26 (100%)

9

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033100, UT-1 0-032, 4-PS-1 131-25 (100%)

032300, UT-10-033, 4-PS-1131-17 (100%)

031700, UT-1 0-040, 4-PS-1 131-12 (100%)

032600, UT-10-034, 4-PS-1 131-20 (100%)

047600, UT-1 0-045, 29-RC-1 140-3 (100%)

051200, UT-1 0-048, 29-RC- 1120-3 (100%)

203901, UT-10-047, 32-MSN-2111-1 (100%)

204001, UT-10-046, 16-BFN-2111-1 (70.64%)

210586, UT-10-025, 14-BF-2141-19 (100%)

210588, UT-10-024, 14-BF-2141-20 (100%)

836300, IWE: VT-10-338, PNL-S1-343-1

836400, IWE: VT-10-333, ALK-Sl-100-tubing

840000, IWE: Vert Leak Channels 1 - 14

006073, VE-10-026, RPV Upper Head Inspection

006051, PT-1 0-004, CRDM Housing Weld Exams, penetrations #66, 67, and 72

Salem Unit 1, VT-2, Visual Examination Record, 12/14 AF FTTA, W.O. 60089848, 4/26/10 (VT)

Salem Unit 1, VT-2, CA Repair Snoop Test, W.O. 60089575, 4/27/10

Salem Unit 1, UT, W.O. 60084266, Yard AF, 4/18/10

Salem Unit 2, UT, W.O.60089851, Exam of containment liner

Salem Unit 1, UT 1-SGF-31-L2 FW elbow below min. wall

Salem Unit 1, UT, W.O. 30176541, 1-SGF-31-L2 FW elbow below min. wall

Salem Unit 1, UT, W.O. 60084266, AFW

Order 50113214, ST 550D, Surveillance: ISI Perform PORV Check

Order 50118090, ST 550D, Surveillance: OPS Perform PORV Check

W.O. 60089848, VT-2 Visual Examination Record, 12/14 AFW in FTTA, 4/26/10

W.O. 941017262, Activity 02; Salem Unit 2, Excavate and Examine Auxiliary Feedwater Piping,

12/2/94

W.O. 60084266, UT Unit 1 AFW (thinnest area), 4/20/10

UT Analysis, Component 1-SGF-31-L2 (14" FW Elbow below Minimum wall), 4/10/10

W.O. 60089851, Unit 2 Containment Liner blister UT measurements, 4/21/10

W.O. 60086175, Unit 1 Containment corrosion 78' elevation

W.O. 60084266, Unit 1 AFW piping UT measurements, 4/12/10

W.O. 30176541, Unit 1 AFW piping UT measurements, 4/12/10

W.O. 60084266, Unit 1 AFW piping UT measurements, 4/7/10

W.O. 60084266, Unit 1 AFW piping UT measurements, 4/5/10

W.O. 60084266, Unit 1 AFW pipe UT measurements at supports, 4/18/10

W.O. 30176541, Unit 1 CA piping UT measurements in FTTA

401600, VE-04-198; Hope Creek system pressure test CST to HPCI/RCIC and Core Spray,

11/5/04

VT-2, Salem Unit 1 AF 12 & 14 Pressure Test, 4/25/10

W.O. 60089661, UT measurements, Unit 2 AFW Piping #24 in FTTA, 4/25/10

W.O. 60089661, UT measurements, Unit 2 AFW Piping #22 in FTTA, 4/26/10

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Eddy Current Testing Personnel Qualification Records

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N5330

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Engineerinq Analyses & Calculations & Standards

Calculation 6SO-1882, Revision 1, 8/30/96; Qualification of Safety-Related Buried Commodities

For Tornado Missle and Seismic Evaluation

Calculation No. S-C-AF-MDC-1 789; Salem Auxiliary Feedwater Thermal Hydraulic Flow Model,

10/4/00

70087436, Steam Generator Degradation & Operational Assessment Validation, Salem Unit 1

Refueling Outage 18 (1R18) & Cycles 19/20, 9/2008

51-9052270-000, Update - Salem Unit 1 SG Operational Assessment At 1R18 For Cycles 19

and 20, 10/1/08

51-9048311-002, Salem Unit 1 SG Condition Monitoring For 1R18 And Preliminary Operational

Assessment For Cycles 19 and 20, 10/30/07

701086998-0050, Maximum Pressure in Underground Auxiliary Feedwater Piping

60089575-130, Past Operability Determination for the leak in the one inch air line to air operated

valves in Unit 1 South Penetration Area

70109233/20459231; Boric Acid evaluation of leakage from S1CVC-1CV277

70109232/20459230; Boric Acid evaluation of leakage from S1CVC-1 CV2

70109230/20459228; Boric Acid evaluation of leakage from S2RC-1PS1

70109234/20459232; Boric Acid evaluation of leakage from S1 SJ-13SJ25

70108698/30, Operating Experience Report for degraded Unit 1 AFW piping

51-9135923-000, AREVA; Salem unit 1 SG Condition Monitoring For 1R20 and Preliminary

Operational Assessment For Cycles 21 And 22, 4/20/10

SA-SURV-2010-001, Revision 1; Risk Assessment of Missed. Surveillance - Auxiliary

Feedwater discharge line underground piping pressure testing, 4/23/10

CQ9503151526; SCI-94-0877,'EXCAVATED AUXILIARY PIPING WALKDOWN/DISPOSITION

OF COATING REQUIREMENTS; 12/16/94

Specification No. S-C-M600-NDS-019, COATINGS INTERIOR/EXTERIOR SURFACES

CARBON STEEL SERVICE WATER PIPING, NO. 12 COMPONENT COOLING HEAT

EXCHANGER ROOM AUXILIARY BUILDING (ELEVATION 84)

Structural Integrity Associates, Inc. Calculation File No. 1000494.301, Evaluation of Degraded

Underground Auxiliary Feedwater Piping (Between Unit 1 FTTA and OPA), 4/23/10

Technical Evaluation 60089575-0140, Acceptability of CA Piping in the Fuel Transfer Area,

4/29/10

Technical Evaluation 60089848-0960, Auxiliary Feedwater Piping Missle Barrier Exclusion,

4/29/10

Structural Integrity Associates, Inc. Calculation File No. 1000498.301, Evaluation of Thinned

Feedwater Elbow, 4/22/10

Technical Evaluation 70108698-0050, Maximum Pressure in Underground Auxiliary Feedwater

Piping, 4/29/10

SPECIFICATION NO. S-C-MPOO-MGS-0001, Piping Schedule SPS54 AUXILIARY

FEEDWATER, Revision 6

OpEval. #10-005, Salem Unit 2 Operability Evaluation, Received 5/18/10

Technical Evaluation 60084266-105-20, Alternative Exterior Coatings for Buried Piping, AF, CA,

SA and Pipe Supports Under W.O. 60084266, 4/2/10

Technical Evaluation H-1-EA-PEE-1871, Hope Creek Service Piping Coatings Alternatives,

80075587, Revision 0, 10/15/04

PSEG Nuclear, LLC, Technical Standard, Coating Systems and Color Schedules, Revision 5,

4/3/06

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Weld Records - AFW Piping Repair (W.O. #'s 60084266, 60089561, 60089798, 60089848)

Multiple Weld History Record: 74626

Multiple Weld History Record: 74556

Multiple Weld History Record: 74557

Multiple Weld History Record: 74558

Multiple Weld History Record: 74559

Multiple Weld History Record: 74560

Multiple Weld History Record: 74561

Multiple Weld History Record: 74562

Multiple Weld History Record: 74563

Multiple Weld History Record: 74564

Multiple Weld History Record: 74565

Multiple Weld History Record: 74566

Multiple Weld History Record: 74567

Multiple Weld History Record: 74627

Multiple Weld History Record: 74569

Multiple Weld History Record: 74599

Multiple Weld History Record: 74623

Multiple Weld History Record: 74600

Multiple Weld History Record: 74630

Multiple Weld History Record: 74622

Multiple Weld History Record: 74578

Multiple Weld History Record: 74596

Multiple Weld History Record: 74601

Multiple Weld History Record: 74602

Multiple Weld History Record: 74603

Multiple Weld History Record: 74604

Multiple Weld History Record: 74605

Multiple Weld History Record: 74598

Multiple Weld History Record: 74606

Multiple Weld History Record: 74607

Multiple Weld History Record: 74608

Multiple Weld History Record: 74609

Multiple Weld History Record: 74610

Multiple Weld History Record: 74611

Multiple Weld History Record: 74612

Multiple Weld History Record: 74613

Multiple Weld History Record: 74614

Multiple Weld History Record: 74615

Multiple Weld History Record: 74597

Multiple Weld History Record: 74616

Multiple Weld History Record: 74579

Multiple Weld History Record: 74580

Multiple Weld History Record: 74581

Multiple Weld History Record: 74582

Multiple Weld History Record: 74583

Multiple Weld History Record: 74595

Multiple Weld History Record: 74584

Multiple Weld History Record: 74585

Multiple Weld History Record: 74586

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Multiple Weld History Record: 74587

Multiple Weld History Record: 74588

Multiple Weld History Record: 74589

Multiple Weld History Record: 74590

Multiple Weld History Record: 74591

Multiple Weld History Record: 74592

Multiple Weld History Record: 74593

Multiple Weld History Record: 74577

Multiple Weld History Record: 74625

Multiple Weld History Record: 74574

Multiple Weld History Record: 74624

Multiple Weld History Record: 74573

Multiple Weld History Record: 74572

Multiple Weld History Record: 74570

Multiple Weld History Record: 74571

Multiple Weld History Record: 74623

Multiple Weld History Record: 74622

Multiple Weld History Record: 74621

Multiple Weld History Record: 74537

Multiple Weld History Record: 74538

Multiple Weld History Record: 74537

Welder Stamp Number: P-664

Welder Stamp Number: P-65

Welder Stamp Number: P-466

Welder Stamp Number: P-57

Welder Stamp Number: E-64

Welder Stamp Number: P-710

Welder Stamp Number: P-207

Welder Stamp Number: P-666

Welder Stamp Number: P-708

Welder Stamp Number: E-89

Welder Stamp Number: P-84

Welder Stamp Number: P-228

Surface Exam Record: 60089561-0041

Surface Exam Record: 60089848-0001

Surface Exam Record: 60089848-0001

Surface Exam Record: 60089561-0041

Surface Exam Record: 60089561-0860

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Miscellaneous Documents

Salem Unit 1 & Salem Unit 2 Technical Specification, 3.4.11 STRUCTURAL INTEGRITY, ASME

CODE CLASS 1, 2 AND 3 COMPONENTS

Electric Power Research Institute (EPRI), Steam Generator Integrity Assessment Guidelines,

Technical Report 1012987, Revision 2, July 2006

NRC Letter dated 3/11/91; FIRST TEN-YEARINSPECTION INTERVAL, INSERVICE

INSPECTION PROGRAM RELIEF REQUEST, SALEM NUCLEAR GENERATING

STATION, UNIT 1 (TAC NOS. 66013 AND 71101)

PSEG Nuclear, Salem Unit 1 & 2 Alloy 600 Management Plan, Long Term Plan (LTP), Revision

2, 10/15/09

Salem Unit 1 - Buried Piping Risk Ranking

A-11

MPR Associates Report, Technical Input To Operability of Potential Containment Liner

Corrosion, Revision 0, 10/30/09

Transmittal of Design Information #S-TODI-2010-0005, 4/20/2010

Transmittal of Design Information #S-TODI-2010-0004, 4/16/2010

OQ950315126, PSEG Itr. Dated 12/16/94; Excavated Auxiliary Feedwater Piping

Walkdown/Disposition of Coating Requirements

PSEG letter LR-N07-0224 dated 9/13/2007; REPLY TO NOTICE OF VIOLATION EA-07-149

UNTAGGING WORKLIST 4274446,14 AF Underground Piping 1 R20, 4/30/10

UNTAGGING WORKLIST 4274351, 12 AF Underground Piping 1R20, 4/30/10

LIST OF ACRONYMS

ASME

BAST

CEA

CEDM

CFR

EDG

EPRI

EQ;ACE

EQ

ER

FEA

FTTA

IMC

IP

IR

LER

LOCA

MT

MSIP

NCV

Notification

NRC

NDE

OE

PDI

PI&R

PSEG

PWSCC

PQR

RCS

RT

PT

SDP

SE

American Society of Mechanical Engineers

Boric Acid Storage Tank

Control Element Assembly

Control Element Drive Mechanism

Code of Federal Regulations

Emergency Diesel Generator

Electric Power Research institute

Equipment Apparent Cause Evaluation

Environmental Qualification

Engineering Request

Finite Element Analysis

Fuel Transfer Tube Area

Inspection Manual Chapter

Inspection Procedure

NRC Inspection Report

Licensee Event Report

Loss of Coolant Accident

Magnetic Particle Testing

Mechanical Stress Improvement Process

Non-cited Violation

Corrective Action Notification

Nuclear Regulatory Commission

Nondestructive Examination

Operating Experience

Performance Demonstration Initiative

Problem Identification and Resolution

Public Service Electric & Gas, LLC

Primary Water Stress Corrosion Cracking

Procedure Qualification Record (Welding Procedures)

Reactor Coolant System

Radiographic Test (Radiography)

Dye Penetrant Testing

Significance Determination Process

Safety Evaluation

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SI

SSC

TS

UT

UFSAR

VT

WPS

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Steam Generator

Stress Improvement

Structure, System, and Component

Technical Specifications

Ultrasonic Test

Updated Final Safety Analysis Report

Visual Examination

Weld Procedure Specification

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INSPECTION SAMPLE COMPLETION STATUS

PROCEDURE

MINIMUM

CURRENT

RPS

PROCEDURE

RPS

or TI

REQUIRED

INSPECTION

TOTAL

STATUS

UPDATED

SAMPLES

SAMPLES

SAMPLES

OPEN (O)

(Y) (N)

Annual (A)

TO DATE

CLOSED (C)

Biennial (B)

7111108 (G)

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Attachment B-1

TI 172 MSIP Documentation Questions Salem Unit I

Introduction:

The Temporary Instruction (TI), 2515/172 provides for confirmation that owners of

pressurized-water reactors (PWRs) have implemented the industry guidelines of the

Materials Reliability Program (MRP) -139 regarding nondestructive examination and

evaluation of certain dissimilar metal welds in the RCS containing nickel based Alloys

600/82/182. This TI requires documentation of specific questions in an inspection report.

The questions and responses for MSIP for the IR 05000311/2009005 section 40A5 are

included in this Attachment "B-i".

In summary the Salem Units 1 and 2 have MRP-139 applicable Alloy 600/82/182 RCS

welds in the four hot and four cold leg piping to reactor pressure vessel nozzle

connections for each plant.

For Unit 1 during the 1R20 refueling outage in April 2010 PSEG inspected one dissimilar metal

'weld, a SG channel head drain line weld. No indications were reported from this inspection.

PSEG plans on replacing this valve, and the dissimilar metal weld, during refueling outage

1 R22.

TI 2515/172 reauires the followina a uestions to be answered for MRP-139 MSIP inspections:

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Question 1: For each mechanical stress improvement used by the licensee during the Salem U1

1 R20 outage, was the activity performed in accordance with a documented qualification report

for stress improvement processes and in accordance with demonstrated procedures?

Response Question 1: No MSIP activities were conducted on UI during 1R20.

Question d.l: Are the nozzle, weld, safe end, and pipe configurations, as applicable, consistent

with the configuration addressed in the stress improvement (SI) qualification report?

Response- Question d.l: No MSIP activities were conducted on U1 during 1R20.

Question d.2.: Does the SI qualification report address the location radial loading is applied, the

applied load, and the effect that plastic deformation of the pipe configuration may have on the

ability to conduct volumetric examinations?

Response Question d.2: No MSIP activities were conducted on U1 during 1 R20.

Question d.3.: Do the licensee's inspection procedure records document that a volumetric

examination per the ASME Code,Section XI, Appendix VIII was performed prior to and after the

application of the MSIP?

Response: Question d.3.: No MSIP activities were conducted on U1 during 1 R20.

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Question d.4.: Does the SI qualification report address limiting flaw sizes that may be found

during pre-SI and post-SI inspections and that any flaws identified during the volumetric

examination are to be within the limiting flaw sizes established by the SI qualification

report?

Response: Question d.4.: No MSIP activities were conducted on U1 during 1 R20.

Question d.5.: Was the MSIP performed such that deficiencies were identified, dispositioned,

and resolved?

Response Question d.5.: No MSIP activities wereconducted on U1 during 1 R20.

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I think that we missed the point here. As defined in MC 0612 a performance deficiency is an issue that is

the result of a licensee not meeting a requirement or standard where the cause was reasonably within

the licensee's ability to forsee and correct, and therefore should have been prevented. PSEG did not

meet the CFR because they did not perform the testing, not the other way around. What was the

result/the impact on the safety of the public by not performing the required testing? It is necessary to

define thise result in order to evaluate the significance - that is why the definition is written that way. Not

using the following words exactly one suggestion for defining the result would be - due to the condition of

the pipe and coating identified during the excavation, it is clear that the failure to perform required testing

would have ultimately resulted a loss of structural integrity for the pipe impacting the operability of the

affected AFW trains.

This does not meet the MC 0612 documentation requirements. Needs to address all the

screening criteria. A more appropriate statement would be something like this. The inspectors

determined the issue was of very low safety significance (Green) because the finding was not a

design or qualification deficiency, did not result in an actual loss of safety function, and was not

potentially risk significant for external events.