IR 05000413/1980033
| ML19340F080 | |
| Person / Time | |
|---|---|
| Site: | Catawba  |
| Issue date: | 12/02/1980 |
| From: | Conlon T, Harris J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML19340F076 | List: |
| References | |
| 50-413-80-33, 50-414-80-33, NUDOCS 8101160684 | |
| Download: ML19340F080 (4) | |
Text
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'o UNITED STATES
NUCLEAR REGULATORY COMMISSION
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REGION 11
101 MARIETTA ST., N.W., SUITE 3100 j
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ATLANTA, GEORGIA 30303
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Report No.
50-413/80-33 and 50-414/80-33 Licensee: Duke Power Company 422 South Church Street Charlotte, NC 28242 Docket Nos. 50-413 and 50-414 Facility Name:
Catawba License Nos.
CPPR-116 and CPPR-117 Inspection at Catawba facility b
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Inspector
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. R. Harris
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Date Signed
- !fa Approved by N I
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T. E. Conlon, Section Chief, RCES Branch Date Signed SUMMARY Inspection on October 27-31, 1980 Areas Inspecf.ed This routine, announced inspection involved 34 insoector-hours on site in the areas of struct. ural concrete, foundations and onstruction status.
Results Of the three areas inspected, no items of noncompliance or deviations were identified in two areas; one item of noncompliance was found in one area (failure to follow procedure for reporting of cracks in auxiliary building j
concrete - paragraph 5).
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Persons Contacted Licensee Employees
- D. G. Beam, Project Manager
- D. L. Freze, Construction Engineer
- S. W. Dressler, Senior Construction Engineer
- R. A. Morgan, Senior 0A Enginer
- H. N. Mason, Civil QA Engineer L. R. Davison, Senior QC Engineer C. R. Sheriff, Supervisory Technician, Civil OC
- R. L. Medlin, Civil QA Engineer T. H. Robertson, Construction Engineer, Civil Other li.censee employees contacted included 5 construction craftsmen, 5 technicians, and 3 security force members.
- Attended exit interview l
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Exit Interview l
l The inspection scope and findings were summari::ed on October 31, 1980 l
with those persons indicated in Paragraph 1 above.
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Licensee Action on Previous Inspection Findings Not inspected.
4.
Unresolved Items Unresolved items are matters about which more information is required to determine whether they are acceptable or may involve noncompliance or deviations.
New unresolved items identified during this inspection are discussed in paragraph 5.
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Independent Inspection The inspector examined ongoing work activities in Units 1 and 2, the i-soils and concrete testing laboratory, procedures for foundations and structural concrete, canpleted concrete structures and observed founda-tion grouting of fuel oil day tank 1B in the Unit 1 diesel generator building.
Examination of the above disclosed the following inspector identified items, a.
Concrete Honecomb Identification.
Revisions made in 1979 to procedure M-2 provide for identifying and tracking concrete honeycomb through canpletion of repair on concrete pours made after the 1979 revisions.
Observations by the inspector indicated that l
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licensee methods are not clear as to how honeycomb that occurrred in concrete pours made prior to 1979 revisions are identified and tracked through repair. The inspector observed several honeycomb areas in pour numbers 2W72 and 2W74 made in August 25, 1977 and September 12, 1977 in the Unit 2 reactor shell wall which have not yet been identified or repaired. This was identified to the licensee as Unresolved Item 414/80-33-01, " Identification of Concrete Honeycomb."
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Cracks in Auxiliary Building Concrete. Procedure 0-1 requires any
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persons discovering a nonconforming item to issue a nonconfoming item report as soon as possible. On October 30, 1980 the inspector observed through going cracks in the auxiliary building between column lines 60-61 along the exterior AA line wall from elevation 594 to 611 and adjacent roof area.
Investigations indicated that responsible engineers had known about the cracks but had failed to issue a nonconfoming item report. The licensee issued nonconfoming item report number 9975 on October 31, 1980.
Failure to issue a nonconfoming item report on cracking in the auxiliary building concrete was identified to the licensee as Infraction Item 414/80-33-02, " Reporting of Cracks in Auxiliary Building Concrete."
No deviations were identified.
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Cont 7inment (Structural Concrete II) - Review of Ouality Records The inspector examined records for pour numbers W2069, 2W93, W90 and W91.
Records examined included:
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Results of concrete cylinder compressive strengths, b.
Results of inprocess testing of plastic concrete, including slump, l
air content and temperature, l
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Concrete batch records, d.
Test reports on cement, water and aggregates, e.
Qualification and training records of responsible OC inspectors, l
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Audit numbers C-1-9-80 and C-1-6-80, g.
Records on reinforcing steel, including Cadwelds and Cadweld splicers,
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Nonconfoming item report numbers 9940, 9888, 9499, 9352, 9240, 9222
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Acceptance criteria examined by the inspector appear in the following documents:
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PSAR, section 3.8 b.
Procedure M-2, Inspection of Design Concrete c.
Specification CNS-1109.00-1, Specification for concrete for Category I structures d.
Procedure M-14. Cadweld Splice Inspection and Testing
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Procedure I-2, Qualification of Cadweld Inspectors
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Procedure P-1, Receiving Inspection
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Procedure P-3, Storage Inspection
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Procedure 0-1, Control of Nonconforming Items No deviattons or items of noncompliance were identified.
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