IR 05000424/1982012

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IE Insp Repts 50-424/82-12 & 50-425/82-12 on 820525-27.No Noncompliance Noted.Major Areas Inspected:Previously Identified Items,Training Requirements of Contractor QC Inspectors & Structural Concrete
ML20054M904
Person / Time
Site: Vogtle  Southern Nuclear icon.png
Issue date: 06/14/1982
From: Conlon T, Harris J, Hunt M
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
To:
Shared Package
ML20054M896 List:
References
50-424-82-12, 50-425-82-12, NUDOCS 8207150117
Download: ML20054M904 (4)


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Report Nos. 50-424/82-12 and 50-425/82-12 Licensee: Georgia Power Company P. O. Box 4545 Atlanta, GA 30302 Facility Name: Vogtle Docket Nos. 50-424 and 50-425 License Nos. CPPR-108 and CPPR-109 Inspection at Vogtle site near Waynesboro, Georgia Inspectors: k _ d ////72 J. R.'/JHarrfs Dite Signed

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61alfrt D' ate (Signed Approved b /Pzi FW (s -///-k T. E. Conlon, Section Chief Date Signed Engineering Inspection Branch Division of Engineering and Technical Programs SUMMARY Inspection on May 25-27, 1982 Areas Inspected This routine, unannounced inspection involved 24 inspector-hours on site in the areas of a previously identified item, training requirements of contractor furnished QC inspectors, and structural concret Results Of the three areas inspected, no violaticns or deviations were identified.

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REPORT DETAILS Persons Contacted Licensee Employees

  • H. Gregory. III, Project Manager
  • H. Googe, Assistant Construction Project Manager
  • R. W. McManus, Manager of Quality Control
  • E. D. Groover, QA Site Supervisor
  • T. L. Weatherspoon, Assistant Manager, QC
  • R. H. Pinson, Construction Vice President
  • W. T. Nickerson, Construction Manager, Nuclear
  • J. E. Sanders, Project Section Supervisor L. James, Civil QC Supervisor R. Harris, Area Engineer, Civil R. Page, Training Supervisor Other Organizations Earl Dendrie, Project Administrator, Soil and Materials Engineering
  • Attended exit interview Exit Interview The inspection scope and findings were summarized on May 27, 1982, with those persons indicated in paragraph I abov . Licensee Action on Previous Inspection Findings
(Closed) Unresolved Item (424/81-09-02 and 425/81-09-02) - Training i requirements of contractor furnished civil OC inspector The inspectors

! examined licensee audit Numbers J R01-81/62 and Q C01-81/76 and qualifica-l tion records of 25 civil QC inspectors supplied by licensee contractors.

! Examination of-these records and discussions with contractor supplied civil ( QC inspectors indicated that the contractor furnished civil QC inspectors'

training and qualification requirements appear to be in accordance with NRC

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requirement This item is close . Unresolved Items Unresolved items were not identified during this inspectio _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

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l 5. Independent Inspection The inspectors examined the following worker expressed concerns: Cold joint in the Unit 1 containment building shell wal A concern was expressed that a cold joint exists in the Unit I containment building in the first or second pour above the basemat and between an azimuth of 80 to 100 degree The inspectors examined the exterior wall of the containment shell wall in the area of concern and records of the first three concrete pours above the basema Pour records examined were for pour Numbers f 1-010-002, 1-010-003 and 1-010-00 Examination of records and discussions with responsible QC inspectors showed no evidence that a cold joint developed during the above listed pours. During a previous inspection a NRC inspector had examined the Unit 1 containment building shell wall in the area of concern. The inspector noted a line indicating a joint surface along which were voids, bits of rags and wir Examination of records showed that the nonconforming condition was identified on deviation report Number CD-1728. The joint line is located at elevation 191 and represents a construction joint which was not properly cleaned prior to placing additional concrete. The inspector examined the area of concern during this inspection and noted that the area had been cleaned and repaired. Documentation of repairs is shown on deviation report CD-172 QC Inspector Certifications The inspectors selected 25 soils, concrete, and rebar QC inspectors'

training records to review for adequate training, experience, and testing results leading to the level of each inspector's certificatio Those selected were Soils and Materials Engineers, Inc. (S&M) employees and Georgia Power Company (GPC) emplovees. The levels of most of the inspectors whose record were reviewed were I and I The S&M inspectors were certified by S&M based on experience at other S&M projects, previous QC testing experience, education and S&M testing result S&M is now responsible for the training required for certification. GPC examines the S&M personnel before accepting them as inspectors at a certified level. Failure of these tests can result in a GPC refusal to accept the S&M person as a certified inspector. The degree of failure determines if retraining and retesting is warrante The licensee is now performing a monthly evaluation of each of the S&M QC inspector The inspectors interviewed ten persons; seven QC inspectors and three'

supervisory personnel . Discussions were held regarding work assign-ments, job orientation, review of related specifications and proce-dures, the individual work assignments, and overall qualifications of l

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the QC personne As a result of these discussions, the inspectors learned that in some isolated cases, inspectors had failed tests given them for qualification at a level below the level for which they were certified. However, no instances were found where persons performing inspections were not certified to the level require The overall program of training, testing and certifying inspectors appears adequate, and is enhanced by the licensee's monthly evaluation of contractor supplied QC inspectors. While this monthly evaluation is not required, it does provide a means for identification of personnel deficiencie Within the areas examined, no violations or deviations were identified.

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