ML20111B177
| ML20111B177 | |
| Person / Time | |
|---|---|
| Site: | Bellefonte  |
| Issue date: | 02/19/1985 |
| From: | Hufham J TENNESSEE VALLEY AUTHORITY |
| To: | Grace J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| References | |
| NCR-3714, NUDOCS 8503130020 | |
| Download: ML20111B177 (2) | |
Text
TENNESSEE VALLEY AUTHORITY CH ATTANOOGA. TENNESSEE 374ot 400 Chestnut Street Tower II 85 FE822 P l: gbruary 19, 1985 BLRD-50-438/85-07 BLRD-50-439/85-07 U.S. Nucleaa Regulatory Commission Region II Attn:
Dr. J. Nelson Grace, Regional Ackninistrator 101 Marietta Street, NW, Suite 2900 Atlanta, Georgia 30323
Dear Dr. Grace:
BELLEFCNTE NUCLEAR PLANT (MITS 1 AND 2 - INAIEQUATE GROUTED ANWOR INSPECTION RECORDS - BLRD-50-438/85-07 AND BLRD-50-439/85 FIRST INTERIM REPORT The subject deficiency was initially reported to NRC-0IE Inspector Al Ignatonis on January 18, 1985 in accordance with 10 CFR 50.55(e) as NCR 3714.
Enclmed is our first interim report. We expect to sutait our next report on cr about June 7, 1985.
If you have any questions, please get in touch with R. H. Shell at FTS 858-2688.
Very truly yours, TENNESSEE VALLEY AUTHORITY E'
cts sm J. W. Hufham, Manager Licensing and Regulations Eric1mure cc:
Mr. James Taylor, Director (Encimure)
Office of Inspection and Enforoemmt U.S. Nuclear Regulatory Commission Washington, D.C.
20555 Records Ceter (Enc 1mure)
Institute of Nuclear Power Operations 1100 Circle 75 Parkway, Suite 1500 Atlanta, Georgia 30339 8503130020 850219
~
PDR ADOCK 05000438 S
PDR DFFIOAL COPD An Equal Opportunity Employer
ENQ.0SURE BELLEFONTE NUCLEAR PLANT UNITS 1 AND 2 INAIEQUATE GROUTED ANCHOR INSPECTION RSCORDS BLRD-50-438/85-07 AND BLRD-50-439/85-07 NCR 3714 10 CFR 50.55(e)
FIRST INTERIM REPORT Description of Deficiency During a review of all grout cards issued to install grouted anchors at Bellefonte Nuclear Plant (BLN), it was discovered that ntunerous anchors were not inspected to the requirements of BLN site quality control procedure (QCP) 2.8,
" Bolt Anchors Set in Hardened Concrete." However, it is' evident that some of these anchors had received inspection in accordance with specifications denoted on construction documents such as work releases or drawings.
The kpparent cause of this deficiency was a lack of understanding of QCP 2.8 by the applicable engineering units.
Interim Progress TVA is in the process of determining the extent of and the necessary corrective action for these conditions.
J
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