JPN-87-035, Forwards Insp Summary of Igscc,Per Util 861028 Commitment. Welds Classified According to NUREG-0313,Rev 2.Specific Insp Plans Will Be Addressed Prior to Next Scheduled Refueling Outage.Two Oversize Drawings Encl

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Forwards Insp Summary of Igscc,Per Util 861028 Commitment. Welds Classified According to NUREG-0313,Rev 2.Specific Insp Plans Will Be Addressed Prior to Next Scheduled Refueling Outage.Two Oversize Drawings Encl
ML20235H653
Person / Time
Site: FitzPatrick 
Issue date: 07/02/1987
From: Brons J
POWER AUTHORITY OF THE STATE OF NEW YORK (NEW YORK
To:
NRC OFFICE OF ADMINISTRATION & RESOURCES MANAGEMENT (ARM)
Shared Package
ML20235H656 List:
References
RTR-NUREG-0313, RTR-NUREG-313 JPN-87-035, JPN-87-35, NUDOCS 8707150216
Download: ML20235H653 (20)
v • d • e


Text

, _ _ _ - _ - _ -

I m

L *m.,

123 Main Strer:

Whi:e Plains, New York 10601 i

914 681.6240

  1. > NewYorkPbwer m ec.sme.

4# Authority

=%"J:P"'

July 2, 1987 JPN-87-035 U.

S.-Nuclear Regulatory Commission Attn:

Document Control Desk'

. Washington, D.C.

20555

Subject:

James A.

FitzPatrick Nuclear Power Plant Docket No. 50-333 Inter. granular Stress Corrosion Cracking Database

References:

1.

NYPA letter, J.

C.

Brons to D.

R. Muller, dated October 28, 1986, provi6ed inspection plans for 1987 outage.

2.

NYPA letter, J.

C.

Brons to NRC, dated April 9,

1987, described 1987 outage IGSCC inspection results.

i

Dear Sirs:

In Reference 1 the Authority committed to develop an updated intergranular stress c-orrosion cracking (IGSCC) inspection summary.

This summary is included as Attachment I to this letter.

Welds have been classified according to NUREG-0313 Draft Revision 2.

Please note that Attachment 1 is not an inspection plan. Specific inspection plans will be addressed prior to the next scheduled refueling outage. is an inspection matrix for the five welds that have been determined to contain IGSCC and the two welds that have been evaluated conseriratively as containing IGSCC.

It also lists 1

one weld which was ultimately evaluated as not containing IGSCC.

This matrix was included previously in Attachment 2 of Reference 2. is a piping isometric for the reactor water recirculation system. is a discussion of the ten welds that have been inspected using 0*

longitudinal examination.

8707150216 870702 R PDR. ADOCK 05000333

(

PDR O

b t\\

r l

(.

j I

1 l

l Should you or your staff have any questions regarding this submittal, please-contact Mr.

J.

A.

Gray, Jr. of my staff.

I Very truly yours,

/

hn DT,Brons Executive Vice President Nuclear Generation cc:

Office of the Resident Inspector U.

S.

Nuclear Regulatory Commission P.

O.

Box 136 Lycoming, New York 13093 U.

S.

Nuclear Regulatory Commission Region.1 631 Park Avenue King of Prussia, PA 19406 Mr. Harvey Abelson Project Directorate I-1 Division of Reactor Projects-I/II U.S.

Nuclear Regulatory Commission 7920 Norfolk Avenue Bethesda, Maryland 20014

I l

l l

ATTACHMENT 1 TO JPN 035 i

INTERGRANULAR STRESS CORROSION CRACKING INSPECTION

SUMMARY

1 l

l 1

i l

i NEW YORK POWER AUTHORITY l

JAMES A.

FITZPATRICK NUCLEAR POWER PLANT DOCKET NO. 50-333 DPR-59 I

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L ATTACHMENT 3 TO JPN-87-035 l

1 PIPING ISOMETRIC FOR THE REACTOR

)

WATER RECIRCULATION SYSTEM I

NEW YORK POWER AUTHORITY JAMES A.

FITZPATRICK NUCLEAR POWER PLANT DOCKET NO. 50-333 DPR-59 L

OVERSIZE DOCUMENT PAGE PULLED L SEE APERTURE CARDS 4

NUMBER OF OVERSIZE PAGES FILMED-ON APERTURE CARDS l

APERTURE CARD /HARD COPY AVAILABLE FROM RECORD SERVICES BRANCH,TIDC FTS 492 = 8989 i

1 l

1 1

]

ATTACHMENT 4' TO JPN 035

~

WELDS INSPECTED USING O*' LONGITUDINAL EKAM Welds 28-02-2-27 and 28-02-2-85 are reducer to cross welds.

Welds 28-02-2-30 and 28-02-2-88 are cross to tee welds.

The fittings on both sides of these welds are forged.

Dramatic transitions, major thickness variation along the examination surface, and a large coarse grain micro-structure make ultrasonic examination of these welds very difficult.

During the June 1983 inspection, welds 28-02-2-27 and 28-02-2-85 were inspected using 0*

longitudinal exams only.

In NYPA letter JAFP-84-1001, dated October 25, 1984, Table 2, this inspection was incorrectly reported as including a 45' exam.

These welds were examined again in September, 1984, and in Table 6 of that same letter, this inspection was correctly reported as being a 0* exam due to geometry of base metal taper.

Welds 28-02-2-88 and 28-02-2-30 were also inspected using a O' longitudinal exam in September, 1984, and these were correctly reported in Table 6.

In subsequent submittals these 0* exams were counted as intergranular stress corrosion cracking inspections.

Development of ultrasonic calibration blocks is underway for the inspection of these welds.

In addition, an aggressive effort is being made to formulate a viable ultrasonic technique to inspect these welds during the 1988 refueling outage.

Welds 24-10-130, 24-10-131, 24-10-132, 24-10-142, 24-10-143, and 24-10-144 are the RHR bi-metallic welds containing Inconel 182 weld butter.

These have been discussed in Reference 2.

I l

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