ML19344E796
| ML19344E796 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 08/04/1980 |
| From: | Devincentis J PUBLIC SERVICE CO. OF NEW HAMPSHIRE |
| To: | NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I), NRC OFFICE OF INSPECTION & ENFORCEMENT (IE) |
| References | |
| IEB-79-03A, IEB-79-3A, SBN-130, NUDOCS 8009110478 | |
| Download: ML19344E796 (1) | |
Text
T&s-AUBLIC SERVICE Companyof New Hampshere SEAsROOK STATION Engineering Office:
20 Turnpike Road Wootborough, MA 01541 August 4, 1980 SBN-130 Ref SBU-37748 SBU-38001 T.F. B 4.2.5 U.S. Nuclear Regulatory Commission Region I 631 Park Avenue King of Prussia, Pennsylvania 19406 Attention: Office of Inspection and Enforcement
Reference:
1.
Docket.No. 50-443 and 50-444 2.
NRC letter dated April 4, 1980 3.
Subject:
Longitudinal Weld Defects in ASME SA-312 Type 304 Stainless Steel Pipe
Dear Sir:
We have reviewed all of the SA-312 Type 304 fusion welded stainless steel pipe specified for use in safety related system for the Seabrook Project, and have performed pipe wall thickness calculations using the 85% of the maximum allowable stress criteria defined in IE Bulletin 79-03A.
Results of our review indicate that we have sufficient minimum pipe wall thickness.
W6 contacted the Commission for clarification of the IE Bulletin 79-03A criteria. We were informed that if the 85% of maximum allowable stress criteria is met, examination of the piping in the field by etching is not required.
If you require further information, please do not hesitate to contact us.
I l
ery truly yours, John DeVincentis Project Manager k
HEWatan cc: NRC Office of Inspection and Enforcement Divisien of Reactor Construction Inspection Washindton,D.C.
20555 m
8009110 d ? 8
.