ML20010E922

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Third Interim Deficiency Rept Re Lack of Rebar at Main Steam Fluid Head,Initially Reported on 810227.Caused by Reinforcing Bars Between Anchor Plate Support Bars Cut Off Below Supports.Next Rept to Be Submitted by 811125
ML20010E922
Person / Time
Site: Bellefonte Tennessee Valley Authority icon.png
Issue date: 08/31/1981
From: Mills L
TENNESSEE VALLEY AUTHORITY
To: James O'Reilly
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
References
10CFR-050.55E, 10CFR-50.55E, NUDOCS 8109090114
Download: ML20010E922 (2)


Text

l s TENNESSEE VALLEY AUTHORITY ,

CHATTANOOGA. TENNESSEE 374ot 400 Chestnut Street Tower II 3 o ,,

Augus*, 31, 1981 ~~/'

DLRD-50-439/81-23 9 )

Mr. James P. O'Reilly, Director f (TI 6'rj Office of Inspection and Enforcement U.S. Nuclear Regulatory Commission S

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Region II - Suite 3100 a n P 0 3198151.g/j 101 Marietta Street \ .a u.s. team noutAron <b k

Atlanta, Georgia 30303

Dear Mr. O'Reilly:

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BELLEFONTE NUCLEAR PLANT UNIT 2 - LACK OF REBAR AT MAIN STEAM FLLTED HEAD -

BLRD-50-439/81 THIRD INTERIM REPORT The subject deficiency was initially reported to NRC-0IE Inspector J. Crlenjak on February 27, 1981, in accordance with 10 CFR 50.55(e) as NCR 1390. This was followed by our interim reports dated March 31 and June 3, 1981. We expect to submit our next repcrt by Novemb ,r 25, 1981.

If you have any questions cor.cerning this matter, please get in touch with D. L. Lambert at FTS 857-2581.

Very truly yours, TENNESSEE VALLEY AUTHORITY L. M. Mills, Maaager Nuclear Regulation and Safety Enclosure cc: Mr. Victor Stello, Jr., Director (Enclosure)

Office of Inspection and Enforcement U.S. Nuclear Regulatory Commission Washington, DC 20555 hl (

8109090114 810831 PDR ADOCK 05000439 S PDR An Equa' Opportunity Employer

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ENCLOSURE BELLEFONTE NUCLEAR PLANT UNIT 2 LACK OF REBAR AT MAIN STEAM FLUED HEAF l

BLRD-50-439/81-23 10 CFR 50.55(e)

THIRD INTERIM REPORT

!' Description of Deficiency The discrepancy was discovered while chipping concrete, in accordance with l disposition of NCR 1308, to determine the locations of steel reinforcing

(' bars at the main steam fluea head supports. Chipping revealed that these bars are not present between said supports. Additionally, it was discovered that additional reinforcing bars which should lace between the anchor plate support bars were cut off below the supports. After chipping further, it was found that the reinforcing described above is miss...g for

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i all anchors in valve room A for both units 1 and 2.

Interim Progress Furthcr ~ chipping has revealed that the lack of rebar at the main steam and feedwater flued head anchors is a generic problem for all anchors in valve room A for both taits 1 and 2. Erforts are underway to determine necessary modifications needed to ensure structural integrity of the building and affected piping systems supports.

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