IR 05000412/1978013
| ML19305A087 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 11/15/1978 |
| From: | Fasano A, Folsom S, Mcgaughy R NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I) |
| To: | |
| Shared Package | |
| ML19305A083 | List: |
| References | |
| 50-412-78-13, NUDOCS 7901040108 | |
| Download: ML19305A087 (5) | |
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U.S. NUCLEAR REGULATORY COMMISSION OFFICE OF INSPECTION AND ENFORCEMENT Region I Report No. 50-412/78-13 Docket No. 50-412 License No. CPPR-105 Priority Category A
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Licensee:
Ouquesne Light Company 435 Sixth Avenue Pittsburgh, Pen'islyvania 15219 Facility Name:
Beaver Valley Power Station, Unit 2 Inspection at: Shippingport, Pennsylvania Inspection conducted: October 24-26, 1978 Inspectors: [W w / 2,
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S. A. Ffisom, Reactor Inspector care signed
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. N. IFasano, Reactor Inspector
/cau signed date signed Approved by:
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R.' W. McGaughy[CI[f, Projects Section, cate signed RC & ES Branch Insoection Summary:
Insoection on October 24-26, 1978 (Recort No, 50-412/78-13)
Areas Inspected: Routine, unannounced inspection by two regional based inspectors of construction activities in progress. The inspection included a review of auxiliary building structural steel installation and quality-related documentation. The inspector also performed a site tour inspection. The inspection involved 36 inspector-hours onsite by two NRC regional based inspectors, Results: No items of noncompliance were identified.
7901040108
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Region I Form 12 (Rev. April 77)
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pETAILS 1.
Py sons Contacted Duouesne Light Comoany Mr. J. F. Artuso, Consultant Mr. A. Cafardi, Quality Control Engineer
- Mr. R. Coupland, Director, Quality Control Mr. H. N. Crooks, Supervisor, Administrative Services
- Mr. C. R. Davis, Senior Quality Assurance Engineer
- Mr. D. W. Denning, Senior Construction Engineer, Quality Control Mr. J. H. Fetchen, Quality Control Engineer, Welding / Metallurgy Mr. M. Hartman, Quality Control Training Administrator Mr. G. Kaloz, Quality Control Engineer
- Mr. M. B. Prisuta, Management Consultant Mr. D. Rohm, Quality Control Engineer
- Mr. W. H. Sikorski, Quality Assurance Supervisor
- Mr. R. J. Swiderski, Superintendent of Construction
- Mr. H. A. Van Wassen, Project Engineer
- Mr. J. Walsh, General Superintendent of Construction
- Mr. R. J. Washabaugh, Manager Quality Assurance Department
- Mr. E. J. Woolever, Vice President Stone & Webster Mr. P. E. Anthony, Security Supervisor Mr. H. K. Buchanan, Data Reviewer Mr. R. J. Cartrette, Assistant Superintendent, Field Quality Control Ms. D. Cox, Superintendent, Document Review Group
- Mr. S. M. Dew, Head Site Engineer Office Mr. C. O. Richardson, Project Manager Mr. W. H. Bohcke, Project Engineer
- Mr. J. E. Williams, Resident Manager Dick Corcoration Mr. R. Johnson, Construction Supervisor Mr. J. A. Long, QC Supervisor
- denotes those present at the exit interview.
The inspector also interviewed other licensee and contractor personnel, including construction crafts, during the course of the inspectio.
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Plant Tour The inspector observed work activities in progress, completed work, and plant status in several construction areas. Work items were examined for defects and/or noncompliance with regulatory requirements and licensee ccmmitments.
Particular note was taken of the evidence i
of quality control of the construction work.
Specific activities i
observed by the inspector included soil back filling and compaction; sandblasting and priming of containment liner rings 1, 2, and 3; installing diagonal No.14 bars on containment; setting hairpins on equipment hatch, pressure testing underground 20" piping; installation of embed plates in auxiliary building walls at 773' elevation; and installation of cable trays and seismic supports at 725' elevation.
No items of noncompliance were identified.
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Safety Related Structures - Auxiliary Buildina The inspector interviewed cognizant licensee personnel, rcfiewed documentation, and visually examined installed Category I structural steel in the Auxiliary Building.
The inspection was performed on work in progress to ascertain that the following were addressed:
receipt inspection and storage
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installation / erection to applicable specifications
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use of specified materials and components
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testing j
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inspection
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use of qualified quality control personnel
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The following documentation was reviewed and used by the NRC inspector to verify the above:
Stone and Webster FCP-34, Identification of Category I Structural
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Steel, July 25, 1977 Inspection procedure 5.3, Identification of Category I Structural
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Steel, September 15, 1978 Specification for Furnishing and Erecting Structural Steel, 2
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BVS, Revision 0, Addendum 4, January 11, 1978 Nonconformance and Disposition Report 0720, August 8, 1978,
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relative to bolts installed at elevation 718'6" and 723'2" of the Auxiliary Building
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Drawings 10080-RS, Revision 7; RS-36A, Revision 8; RS-360,
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Revision 8 Training File TCO-VIG, with Training Update Form, August 24,
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1978 Inspection Procedure 6.3, Structural Steel Erection and
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Bolting September 5,1978 Inspection Report S-ll73
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Storage Deficiency Report 0024, July 21, 1978
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DLC-SQC Inspection Report S-1068, August 1,1978, includes
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verification of painting, shipoing damage, id'entification release tags, and storage conditions of the Auxiliary Building structural steel.
U. S. Steel Material Test Reports No. 097 November 9,1977,
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and Report No. 338, November 22, 1977 Pittsburgh Bridge and Iron Co. Test Report PE-74-24 Sheet 1,
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May 11, 1977 which includes heat numbers, and physical and chemical test report data.
Piece No. 181 and SMl were selec-ted by the NRC inspector for detailed review.
Stone & Webster Supplier's Dccumentation Data No. 27095004120048,
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October 10, 1978, which documents the verification of physical and chemical test data for the structural steel received.
The inspector determined that the Auxiliary Building Category I structural steel program is being performed in accordance with specified requirements.
The Category I structures in the Auxiliary Building have not been completed. The visual inspection verified the use of reject tags on the nonconforming structures identified in N&D 0720. The bolting for these structural members remains to be checked for acceptable torquing by the licensee.The N&D 0720 addresses this requirement. The torque testing of the bolts listed in N&D 0720 is considered to be an unresolved item pending the witnessing and documentation of torque testing by the licensee.
(412/78-13-01)
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Unresolved Items Unresolved items are matters about which more information is required in order to ascertain whether they are acceptable items or items of noncompliance.
An unresolved item disclosed during the inspection is discussed in Paragraph '
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Exit Interview The inspector met with licensee and contractor representatives (denoted in Paragraph 1) at the conclusion of the inspection on October 26, 1978. The inspector sumarized the scope and findings of the inspection as described in this report.
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