ML19276H494
| ML19276H494 | |
| Person / Time | |
|---|---|
| Site: | 05000580, 05000581 |
| Issue date: | 11/08/1979 |
| From: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| To: | Mcwhorter R OHIO EDISON CO. |
| References | |
| NUDOCS 7911290022 | |
| Download: ML19276H494 (1) | |
Text
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3979 7 egg Docket No. 50-580 Docket No. 50-581 The Ohio Edison Company ATTN:
Mr. R. J. McWhorter Vice President Engineering 76 South Main Street i
Akron, OH 44308
~
Gentlemen:
Enclosed is IE Bulletin No. 79-02, Revision No. 2 which requires action by you with regard to your power reactor facilities with an operating 0 license or a construction permit.
Should you have any questions regarding this Bulletin Revision or the actions required by you, please contact this office.
Sincerely, James G. Keppler Director
Enclosure:
IE Bulletin No. 79-02, Revision No. 2 cc w/encls:
Central Files Director, NRR/DPM Director, NRR/ DOR PDR Local PDR NSIC TIC Harold W. Kohn, Ohio Power Siting Commission RIII W ~~
RIII Fiorelli/ c K
er 1424 274 11/8/79 791129o 0 2 2_
UNITED STATES SSINS No.: 6820 NUCLEAR REGULATORY COMMISSION Accession No.:
OFFICE OF INSPECTION AND ENFORCEMENT 7908220136 WASHINGTON, D.C.
20555 November 8, 1979 IE Bulletin No. 79-02 (Revision 2)
PIPE SUPPORT BASE PLATE DESIGNS USING CONCRETE EXPANSION ANCHOR BOLTS Description of Circumstances:
Inspection experiences and the review of licensee response have identified several R2 areas where the Bulletin intent has not been adequately addressed by licensees.
R2 Revision No. 2 of the Bulletin is intended to clarify the intent of the Bulletin R2 and establish the NRC positions on minimum factors of safety, anchor bolt preload, R2 and the expected date of completion for certain Bulletin actions.
R2 Since the issuance of IE Bulletin No. 79-02 on March 8, 1979, IE inspection R1 experience &M many inquiries from licensees indicate that additiont.1 informa-R1 tion and clarification is needed.
This revision is intended to serve that R1 purpose.
None cf the requirements of the original Bulletin have been deleted, R1 and the due dat; for completion of the requested actions (July 6, 1979) has R1 not been changtd. The following text supersedes the text of Bulletin No. 74-02.
R1 Changes from t1e original text are identified by R1, R2 in the margin. The purpose R1 of this revision is to identify acceptable ways of satisfying the Bulletin R1 requirements.
R1 While performing inservice inspections during a March-April 1978 refueling outage at Millstone Unit 1, structural failures of piping supports for safety equipment were observed by the licensee.
Subsequent licensee inspections of undamaged supports showed a large percentage of the concrete anchor bolts were not tightened properly.
Deficiency reports, in accordance with 10 CFR 50.55(e), filed by Long Island Lighting Company on Shoreham Unit 1, indicate that design of base plates using rigid plate assumptions has resulted in underestimation of loads on some anchor bolts.
Initial investigation indicated that nearly fifty percent of the base plates could not be assumed to behave as rigid plates.
In addition, licensee inspection of anchor bolt installations at Shoreham has shown over fifty percent of the bolt installations to be deficient.
Vendor Inspection Audits by NRC at Architect Engineering firms have shown a wide range of design practices and installation procedures which have been employed for the use of concrete expansion anchors.
The current trends in the industry are toward more rigorous controls and verification of the installation of the bolts.
The data available on dynamic testing fatigue failures can occur at loads s DUPLICATE DOCUMht&2 4 ? 7 5 R1 and R2 - Identifies those addition Entire document previously entered into system under:
ANO No. of pages:
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