ML20096F134
| ML20096F134 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 08/16/1984 |
| From: | Parsons R CAROLINA POWER & LIGHT CO. |
| To: | James O'Reilly NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| References | |
| CON-NRC-257, REF-PT21-84 77, NUDOCS 8409070295 | |
| Download: ML20096F134 (2) | |
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CP&L C
li o r & Light Company P. O. Box 101, New Hill, N. c. 27562 August 16,1984 o
Mr. James P. O'Reilly NRC-257 United States Nuclear Regulatory Commission Region II 101 Marietta Street, Northwest (Suite 2900)
Atlanta, Georgia 30323 CAROLINA POWER & LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT 1986 - 900,000 KW - UNIT 1 SHOP WELDING DEFICIENCIES ON SEESMIC CLASS I CABLE TRAY, CONDUlT, AND HVAC HANGERS ITEM 77
Dear Mr. O'Reilly:
Attached is Addendum No. I to the Final 10CFR50.55(e) and 10CFR, Part 21 Report issued to the NRC on June 27,1984 for the above subject deficiency. This addendum clarifies and supersedes the corrective action section of our previous final report.
If you have any questions regarding this matter, please contact me.
Yours very truly, R. M. Parsons Project General Manager Shearon Harris Nuclear Power Plant RMP/sh Attachment ec:
Messrs. G. Maxwell /R. Prevatte (NRC-SHNPP)
Mr. R. C. DeYoung (NRC) i 8409070295 040016 PDR ADOCK 05000400 OFFICIAL, COIS, S
PDR f //
- w SHEARON HARRIS NUCLEAR POWER PLANT UNIT 1 SHOP WELDING DEFICIENCIES ON SEISMIC CLASS 1 CABLE TRAY, CONDUIT, AND HVAC HANGERS ADDENDUM NO.1 TO FINAL REPORT-ITEM 77 ISSUED JUNE 27,1984 August 16,1984 Under Corrective Action, paragraph should be changed to read as follows:
Since May 14,1982, material fabricated by Peden Steel on A/E purchase orders has received a 100 percent primary welding inspection by CP&L Welding QC personnel prior to shipment. A reinspection of cable tray, conduit, and HVAC hangers furnished by Peden Steel has been completed. Hangers have been found to be acceptable "as-is" or have been repaired and accepted. Engineering evaluated those hangers with welds which were not fully accessible for a complete inspection and documented their acceptance on Permanent Waivers (PW's). This evaluation was based on individual analysis of inaccessible welds using capacity reduction factors. These factors were based on statistical data on accessible welds which were inspected.
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