ML19350C908

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Part 21 Rept Re Omitted Rebar from Reactor Shield Wall Initially Reported 810227.Util Will Drill Holes in Wall & Grout Long Splice Bars.Final Rept by 810601
ML19350C908
Person / Time
Site: Phipps Bend Tennessee Valley Authority icon.png
Issue date: 03/30/1981
From: Mills L
TENNESSEE VALLEY AUTHORITY
To: James O'Reilly
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
References
REF-PT21-81-396-000 10CFR-050.55E, 10CFR-50.55E, PT21-81-396-000, NUDOCS 8104100173
Download: ML19350C908 (3)


Text

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PRELIMINARY EVALUATION OF THE' ATTAC..k$ TES EAD RESPONSIBILITY FOR FOLLOWJP AS SFOWN BELOW:

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TENNESSEE VALLEY AUTHORITY CH ATTANOOG A. TENNES2EE 374o1 P 3 pf4(- G e d u/-

e 200 Chestnut Street Tcuer II .

Merch 30, 1o81 PERD-50-553/81-09 Mr. Ja:es P. O'Reilly, Director Office of Inspection and Enforcement U.S. Nuclear Regulatory Conmission Regien II - Suite 3100 101 Marietta Street Atlanta, Georgia 30303.

Dear Mr. O'Reilly:

PHIPPS BEND NUCLEAR PLANT UNIT 1 - REPORTABLE DEFICIENCY - OMITTED REBAR FROM SHIELD WALL - PBF.D-50-553/81-09 The subject deficiency was initially repcrted to NRC-0IE, Region II, Inspecter Pete Taylcr en February 27, 1951, as NCR P?NP-197. In ccapliance with paragraph 50.55(e) of 10 CFR Part 50, we are enclesing the first interim report on the subject deficiency. We consider 10 CFR Part 21 applicable to this nonconfer=ance. TVA enticipates trans:itting the final report en er before June 1, 1981. If you have any questions, please call Jim Domer at FTS 857-2014.

Very truly youre, TENNESSEE VALLEY AUTHORITY L. M. Mills, Manager Nuclear Regulation and Safety

/

Enclosure cc: Mr. Victor Stello, Director (Enclosure)

Office of Inspection and Enforce =ent U.S. Nuclear Regulatory Commission Washington, DC 20555 An Equal 1ppertunity Employer

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ENCL'OS'URE PHIPPS BEND NUCLEAR PLANT. UNIT 1 OMITTED REBAR FROM UNIT 1 SHIELD WALL PBRD-50-553/81-09 REPORT NO. 1 (INTERIM)-

Description of Deficiency Beinforcing bars shown on C. F. Braun drawings Y-010 and Y-013 between Azimuth 105 and 1?50 were omitted'from.the reactor _ shield building.

The design drawings were not consistent between elevations. Design drawing Y-010 shows rebars terminating at an elevation 5'-2", and design drawing Y-013 shows~rebars cadwelded at an elevation of 15'-2". The apparent cause of thia deficiency was a drawing discrepancy between-design drawings. TVA inspectors, however, did not identify the discrepancy and the rebar was'placed.and inspected in accordance with drawing' Y-010','

Corrective Actions TVA will drill h' oles in the ceactor shield wall and grout in 16'-9"-long splice bars (44 #11AW), 6'-9" below elevation 5'-2". A rebar verification group has.been instituted to work directly with the construction trade forces during rebar installation'.' This group is structured within the project engineering /ci.vil unit and has the function to guide construction personnel and correct . discrepancies before they become a problem of complex nature or have reached a stage of nonconformance. Verification before final inspection should eliminate errors caused within the rebar, structure. TVA.has notified GE/C. F. Braun of this nonconforming condition and has requested they.

provide steps to be taken to prevent recurrence'of similar drawing errors.

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