IR 05000518/1982002
| ML20041F847 | |
| Person / Time | |
|---|---|
| Site: | Hartsville  |
| Issue date: | 02/17/1982 |
| From: | Hardin A, Schapker J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML20041F840 | List: |
| References | |
| 50-518-82-02, 50-518-82-2, 50-519-82-02, 50-519-82-2, 50-520-82-02, 50-520-82-2, 50-521-82-02, 50-521-82-2, NUDOCS 8203170477 | |
| Download: ML20041F847 (4) | |
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UNITED STATES
't, NUCLEAR REGULATORY COMMISSION
$
E REGION 11
o 101 MARIETTA ST., N.W., SUITE 3100 ATLdNTA, GEORGIA 30303 o
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Report flos. 50-518/82-02, 50-519/82-02, 50-520/82-02 and 50-521/82-02 Licensee:
Tennessee Valley Authority 500A Chestnut Street Chattanooga, Tennessee 37401 Facility flame: Hartsville fiuclear Plant Docket tios. 50-518, 50-519, 50-520 and 50-521 License flos. CPPR-150, CPPR-151, CPPR-152 and CPPR-153 Inspection at Hartsville site near Hartsville, Tennessee Inspector:
I A//7/f'L J. F. Schapker
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Date Signed Approved by:
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eF[// 8L A. K. Hardin, Acting Section Chief, Division of Date S'igned Resident and Reactor Inspection SUMtiARY Inspection on January 1-11, 1982 Areas Inspected This routine, announced inspection involved 29 inspector-hours on site in the areas of containment structural steel welding (unit A-1), open items (Units A1, A2, B1, B2) and independent inspection effort (A-1 and A-2).
Resul ts Of the 3 areas inspected, no violations or deviations wre identified.
8203170477 820218 PDR ADOCK 05000518 G
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DETAILS 1.
Persons Contacted Licensee Enployees
- R. T. Hathcote, Site Project Manager R. E.11cClure, Unit Supervisor, Mechanical QC, STRIDE T. 0. Wilkenson, Unit Supervisor, Material Services J. W. Henry, Unit Supervisor, QC Welding T. L. Carden, Assistant Unit Supervisor, QC Welding H. S. Sheppard, Assistant Construction Engineer, Quality Control F. E. Laurent, Unit Supervisor, STRIDE Mechanical Preject Engineering G. A. Gonsalves, QA Unit Supervisor M. U. Rudolphi, Unit Supervisor, Project Engineering, Hangers and Supports J. T. ficGehee, Engineering Management Assistant A. J. Everitt, Welding Engineer D. H. Mickler, Welding Engineer Other licensee employees contracted included document control personnel, construction craftsmen. QC technicians, and project engineers.
- Attended exit interview 2.
The inspection scope and findings were summarized with the Site Project
!!anager on January 11, 1982.
3.
Licensee Action on Previous Inspection Findings These items were not reviewed.
4.
Unresolved Items Unresolved items were not identified during this inspection.
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Independent Inspection Effort The inspector made one surveillance tour during which the status of project work was noted, and construction activities were inspected on nuclear safety related structures, systems and facilities.
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The inspections included:
a.
Pipe support welding in the Unit A-1 auxiliary building at the -20'
level.
Pipe support welds identified Al-163-AP2-J, Al-163-AP2-L and Al-163-AP2-H were observed in progress and to completion. Work package A1A-SSP-H1-C007 was applicable and reviewed for inclusion of applicable procedure and drawing requirements. Weld procedure specification (WPS)
SM11-B-3A was utilized, welder's symbol IAER was applied per procedure t
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2 requirements and welder's qualifications to the WPS was verified by the inspector.
b.
High density fuel rack support installation welding was observed in the unit A-1 fuel building.
Work package C-137M-M5 was reviewed for inclusion of applicable specifications and drawing requirements. The applicable weld procedure specification was SM-P-5, Revision 1, C.- F.
Braun, Specification 300-06, and drawing S-480A, Revision 5, was reviewed for weld configuration and dimensional characteristics.
Welder identified as BAAW was observed in progress, welding electrical characteristics and welder qualification were verified by the inspector, c.
Open Site Quality Control Items:
The inspector reviewed the licensee's Nonconformance Reports (NCRs),
the significant Quality Control Inspection Reports (QCIRs) and QA Unit audit findings for pertinence to the inspection program and for adequacy of corrective action.
In the areas inspected no violations or deviations were identified.
6.
License Identified 50.55(e) Items a.
Previously Identified Items Interim reports were received from the licensee on previously identified items.
The inspector reviewed these reports and found that
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none contained information which would permit closure.
Follow on reports are scheduled at later dates.
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518, 519, 520, 521/82-03 Engineering Change Review and Handling.
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Next scheduled report liarch 30, 1982.
(0 pen) 518, 519, 520, 521/82-01 Generic Deficiency in Design Review.
Next scheduled report March 30, 1982.
(0 pen) 518/81-29,519/81-22,520/81-28,521/81-23 Atlas QA Documentation for Auxiliary and Fuel Buildings Structual Steel.
Next scheduled report liay 20, 1982.
(0 pen) 518, 519, 520, 521/82-02 Possible Out-of-Phase Transfer of Emergency Bus for Stride.
Next scheduled report ihrch 1,19's2.
(0 pen) 518, 519, 520, 521/81-03-02 Completion of As-Built Drawings.
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Next scheduled report March 31, 1982.
(0 pen) 518/81-20, 519/81-16, 520/81-18, 521/81-16 General Electric Not Reporting 50.55(e) Items To TVA.
Next scheduled report March 5,1982.
(0 pen) 518/81-17, 519/81-13, 520/81-15, 521/81-13 Failure to implement EN DES QA Training Program.
Design Review Process-Interface Coordination Activity.
Next scheduled report due March 25, 1982.
7.
Containment Structural Steel Welding (Unit A-1)
The inspector observed welding activites in progress to the containment vessel, and within the containment vessel to drywell wall embedment frames.
Areas observed included containment shell, section #1021, welder identified BANJ, weld procedure specifications (WPS) SM-11-B9, Revision 4; containment shell stiffener plate #F0109-A, weld #AICS02344, welders' identification BAFN and BALE, WPS-SM1189, Revision 4. Drywell Wall Embedment Frames:
Frame Weld #
Welder WPS
4090 IAIV SMUIB Revision 6
427B IAEX SMUIB Revision 6
204 IAFR SMUIB Revision 6
179B IAIV SMUIB Revision 6
18A IABG SMUIB Revision 6 The above welds were verified in progress to be in compliance to:
applicable code and procedural requirements; weld identification / location, use of specified and approved weld procedures and weld material; welders perfonning the welds are currently qualified for position and thickness being welded; weld defects removal and repair are accomplished per code and specification requirements; welding electrical characteristics, preheat and interpass temperature; and weld sequence and joint restraint were as specified.
In addition the inspector observed nondestructive examination (MT) of defect removal areas and completed welds for the drywell wall embedment frames.
Within the areas inspected no violations or deviations were observed.