ML18096A823

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Insp Rept 50-272/92-08 on 920526-29.Deviations Noted.Major Areas Inspected:Review of Program & Sample Insp Data on ISI Eddy Examination of SG Tubes & Erosion/Corrosion Monitoring of High Energy Piping
ML18096A823
Person / Time
Site: Salem PSEG icon.png
Issue date: 07/07/1992
From: Gray E, Patnaik P
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
To:
Shared Package
ML18096A820 List:
References
50-272-92-08, 50-272-92-8, NUDOCS 9207160163
Download: ML18096A823 (7)


See also: IR 05000272/1992008

Text

REPORT NO.

U. S. NUCLEAR REGULATORY COMMISSION

REGION I

50-272/92-08

DOCKET NO.

50-272

LICENSE NO.

DPR-70

LICENSEE:

Public Service Electric and Gas Co.

P.O. Box 236

Hancocks Bridge, New Jersey 08038

FACILITY NAME:

Salem Nuclear Generating Station, Unit 1

INSPECTION AT:

Hancocks Bridge, New Jersey

INSPECTION DATES:

May 26-29, 1992

Inspector:

~ Patna.lk, Reactor Engirieer

Materials Section, Engineering Branch,

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A pproved by:

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E. Harold Gray, Chief, Materials Section,

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date

Areas Inspected: Review of program and sarnple inspection data on the inservice inspection,

the eddy current examination of steam generator tubes and the erosion/corrosion monitoring

of high energy piping during the tenth refueling outage of Salem Unit 1.

Results: The inservice inspection program and the eddy current examination program

reviewed for the tenth refueling outage of Salem Unit 1 complied with the applicable code

and the regulatory requirements. A review of sample inspection data on the above was

satisfactory. In the area of erosion/corrosion monitoring, the selection of components and

measurement of wall thickness for erosion were considered to be acceptable. However, the

licensee's disposition of degraded components found during examination of the feedwater

system lacked proper evaluation and was non-conservative. The licensee dispositioned

components that were below the code minimum wall with an evaluation that a predicted wall

thickness by the next refueling outage will be greater than a calculated wall thickness solely

based on operating pressure but not other loads of the design code. The disposition violates

the requirement of the design code ANSI B.31.1 referenced in the FSAR and hence

constitutes a deviation to the FSAR.

9207160163 920708

PDR

ADOCK 05000272

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1.0

INSERVICE INSPECTION osn (INSPECTION PROCEDURE 73753)

1.1

Scope

lnservice inspection by ultrasonic, magnetic particle, liquid penetrant and visual examinations

is performed to ensure integrity of the reactor coolant pressure boundaries.

An inservice

inspection is mandated by the ASME Boiler and Pressure Vessel Code,Section XI and is

essential to promote public health and safety.

1. 2

Findings

During the tenth refueling outage of Salem Unit 1, Public Service Electric and Gas (PSE&G)

conducted an inservice inspection in accordance with the ASME Code Section XI, 1983 edition

including the summer 1983 addendum. The current refueling outage is the first scheduled outage

of the second period of the second ten-year interval. The inservice inspection was conducted

during the outage on the following components or systems.

Reactor coolant pump bolts

Pressurizer and pressurizer relief nozzle

Pressurizer relief system

Pressurizer spray

Reactor coolant piping

Residual heat removal piping

Safety injection piping

Main steam piping

Containment spray piping

No. 12 steam generator transition cone

Chemical and volume control system

3

A review of inservice inspection data indicated .that the following welds had indications that

needed resolution.

Pressurizer Relief System Weld No. 6-PR-1103, 12-inch Elbow to Flange.

Liquid penetrant examination revealed one indication which exceeded the code allowable

dimension. The indication was removed by flapping. Subsequent ultrasonic and liquid

penetrant examination of the weld revealed no recordable indication.

Safety Injection System Weld No. 6-SJ-1141, Reducer to Elbow.

Liquid penetrant examination revealed one indication which exceeded the code allowable

dimension. This indication was removed by light grinding. subsequent reexamination

revealed no recordable indication.

The ultrasonic indications were related to the

geometry of the weld root.

Main Steam System Weld No. 34-MS-2121-2, Isolation Valve to Piping.

Magnetic particle examination revealed an indication which exceeded the code allowable

dimension. The indication was in the fusion line of the valve body. The indication was

ground out with adequate remaining wall thickness of the valve. Reexamination of the

ground area revealed no recordable indication.

Safety Injection System Weld No. 2-SJ-2160, Elbow to Pipe.

Liquid penetrant examination revealed two linear indications 3/8 and 9/32 inch in length.

Reexamination after surface preparation revealed no recordable indication.

The resolution of above indications were considered to be satisfactory.

The licensee functionally tested sixteen snubbers. There were no failures. The data on snubber

testing were reviewed against the requirements of the following procedures and found to be in

compliance.

Procedure SH.SS-IS.ZZ-0106(Q), Rev. 0, Hydraulic, Mechanical Snubber and

Compensating Strut functional bench testing.

Procedure SH.SS-IS-ZZ-0104, Rev. 2, Visual examination of Mechanical Snubbers,

Hydraulic Snubbers and Compensating Struts.

A review of above procedures indicated that the procedures provided clear and adequate direction

to perform required testing .

4

The licensee's program for contro.l of non-conformances on ISI findings was reviewed against

the procedure NC-NA-AP-ZZ-0020(0), Rev. 1. A sample of non-conformance reports (NCRs)

was reviewed to verify identification of problems and disposition of non-conformances. Within

the scope of the review, the NCRs. addressed non-conformances effectively and provided

necessary control in preventing plant restart until non-destructive examination findings were

resolved.

1 . 3

Conclusion

Based on review of examination records, procedures and interviews with personnel, the ISI

program at Salem Unit 1 was found to meet the requirements of the applicable code and the NRC

regulations.

2.0

STEAM GENERATOR EDDY CURRENT EXAMINATION

2.1

Scope

The steam generator eddy current examination is performed to ensure integrity of steam generator

tubes and hence the reactor coolant pressure boundary. This examination was performed during

the tenth refueling outage to comply with the requirements of the Technical Specification.

2.2

Finding

The licensee performed full length bobbin coil examinations on twenty percent of all inservice

tubes in each steam generator. Also, rotating pancake coil (RPC) examinations were performed

on twenty percent of tubes in the hot leg of the tube sheet and at support plate locations in each

steam generator. The RPC examinations at the tube sheet were performed to satisfy concern for

the explosive tube expansion in the tube sheet for Westinghouse Model 51 steam generators such

as those at Salem. Examination at support plates was conducted at dent locations previously

identified.

As a result of the examination, one tube in No. 12 steam generator, three tubes in No. 13 steam

generator and two tubes in No. 14 steam generator were plugged. The plugs were made of

Inconel 690 and were mechanically plugged.

The licensee conducted a helium leak test of No. 11 steam generator to locate the source of the

primary to secondary leak observed during operation. As a result of helium leak testing, three

plugs explosively plugged during manufacture were mechanically replugged.

5

2. 3

Conclusion

For those.areas inspected, the eddy current examination and plugging of defective tubes, met

the requirements of the Technical Specification. The conduct of helium leak test to detect

source of primary to secondary leak is an innovative approach. The licensee was

conservative in plugging three tubes in Nos. 13 and 14 steam generators with indications

ranging from 35 to 38 percent, which is indicative of maintaining the plant in a safe

condition.

3.0

EROSION/CORROSION MONITORING PROGRAM (INSPECTION

PROCEDURE 49001)

3.1

Scope

The monitoring of erosion/corrosion in high energy piping is important to maintain structural

integrity of piping and components. During this inspection, the licensee's program for

selection of components susceptible to. erosion/corrosion and the data obtained from wall

thickness measurements were reviewed.

3. 2

Findings

The licensee's selection of corhponents susceptible to erosion/corrosion in high energy piping

was based on use of the EPRI CHEC program along with engineering judgement. The

licensee identified a total of 300 components in high energy systems being susceptible to

erosion/corrosion. However, froni a ranking of components based oh CHEC results, 52

components were selected for thickness measurement. The result of the thickness

measurement indicated that eleven components in the feedwater system outside containment

were below the design minimum wall thickness per the ANSI B3 l. l Code. The licensee

expanded the scope of examination and measured the wall thickness of eleven additional

components. Based on the minimum wall thickness being within applicable code

requirements, these were found to be acceptable.

A review of licensee's disposition of the' first sample of 11 components that were below the

design minimum wall indicated that the licensee accepted the components "as is" until the

next refueling outage based on a faulty engineering evaluation that a predicted wall thickness

of the components by the next refueling outage is greater than a calculated minimum wall to

resisl operating pressure but not other loads of the design code.

The acceptance evaluation by use of minimum wall thickness based on operating pressure and

temperature alone is non-conservative and differs from the requirement of the applicable

ANSI 831. 1 Code referenced in the FSAR for the design of the system. Hence, the

disposition of the components constitutes a deviation to the FSAR. (50-272/92-08-01)

6

Subsequent to the exit meeting, PSE&G has directed significant effort toward establishing the

extent of problems with dispositions to erosion/corrosion affected high energy plant piping.

Resolution and corrective actions to the findings have been in progress by PSE&G and monitored

by NRC through direct inspection, telephone conferences and management meetings.

3. 4

Conclusion

The acceptance evaluation by the licensee for degraded components due to erosion violated the

requirements of the design code and is considered to be a significant weakness in the program.

However, the selection of components and ultrasonic measuremel)ts for wall thinning met

industry standards.

4.0

ENTRANCE AND EXIT MEETINGS

Members of the licensee's management were informed Of the scope and the purpose of this

inspection at the entrance meeting that took place on May 26, 1992.

The findings of the

inspection were presented to and discussed with members of the licensee's management at the

conclusion of the inspection on May 29, 1992.

A list of attendees at the exit meeting is

appended to this report as Attachment 1 .

ATTACHMENT 1

LIST OF ATTENDEES

Public Service Electric & Gas Company

C. A. Vondra, General Manager, Salem Operation

J. A. Ranalli, Manager, Nuclear Mechanical Engineering

D. LaMastra, Supervisor, Nuclear Mechanical Engineering

G. Owen, Site Services

K. Pike, technical support

D. W. Kline, Supervisor, Nuclear Mechanical Engineering

D. C. Namit, Nuclear Mechanical Engineering

M. Alpaugh, Licensing

C. J. Conner, ISI

P. J. Duca, Jr., Delmarva Power, Salem Site Representative

R. W. Oakes, Atlantic Electric, Site Representative

U.S. Nuclear Regulatory Commission

B. Westreich, Resident Inspector

P. Patnaik, Reactor Engineer