IR 05000387/1982015

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IE Insp Repts 50-387/82-15 & 50-388/82-06 on 820504-06.No Noncompliance Noted.Major Areas Inspected:Status of Outstanding Items
ML20053C955
Person / Time
Site: Susquehanna  Talen Energy icon.png
Issue date: 05/14/1982
From: Mccabe E, Narrow L
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
To:
Shared Package
ML20053C952 List:
References
50-387-82-15, 50-388-82-06, 50-388-82-6, NUDOCS 8206030216
Download: ML20053C955 (4)


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U.S. NUCLEAR REGULATORY COMMISSION OFFICE OF INSPECTION AND ENFORCEMENT Region I 50-387/82-15 Report No. 50-388/82-06 50-387 Docket No. 50-388 CPPR-101 A

License No. CPPR-102 Priority Category B

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Licensee:~ Pennsylvania Power and Light Company 2 North Ninth Street Allentown, Pennsylvania 18101

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Facility Name:

Susquehanna Steam Electric Station, Units 1 and 2 Inspection at:

Berwick, Pennsylvania l

Inspection condu ed:

M 4-6, 1982 Inspectors:

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4.7 Narrow, Feactor Inspector

'date signed

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date signed date signed Approved by:

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Ebe C. McCabe, Chief, Reactor Project date signed Section 2B Inspection Summary: Inspection (Units 1 and 2) on May 4-6, 1982 (Combined Report

~50-387/82-15; 50-388/82-06)

Areas Inspected: Routine unannounced inspection by one region-based inspector (Unit 1 - 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br />, Unit 2 - 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br />) of the status of outstanding items. No Violations were identified. Five of eight open items examined were closed.

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l Region I Form 12 (Rev. April 77)

8206030216 820517 PDR ADOCK 05000387 G

PDR

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DETAILS 1.

Persons Contacted Pennsylvania Power and Light Company R. A. Beckley, Resident Nuclear QA Engineer

  • J. R. Buczynski, Lead Construction Surveillance Engineer E. Carroll, ISI Site Supervisor
  • N. W. Curtis, Vice President
  • S. L. Denson, Project Construction Manager
  • R. H. Featenby, Assistant Project Director
  • J. D. Green, QA Engineer
  • H. Provost, QA Engineer Bechtel Power Corporation
  • G. C. Bell, Project QA Engineer
  • A. M. Konjura, Lead QA Engineer
  • T. Minor, Project Field Engineer
  • J. E. O'Sullivan, Assistant Project Field Engineer
  • G. D. Pederson, Resident Engineering
  • J. W. Peckis, Project Superintendent
  • K. Stout, Project Field QC Engineer
  • J. B. Voilette, Project Manager General Electric Company F. Arcury, Site Engineering
  • Present at exit meeting.

Other licensee and contractor personnel were also interviewed.

2.

Licensee Action on Previous Inspection Findings (Closed)UnresolvedItem(388/82-03-01): Protection of Hydraulic Control Units (HCU's) during in-place storage. The inspector reviewed NCR 8546 which had been revised to require, among other things, that the covering be closed at the end of each shift and that electrical boxes be closed when not required open for construction purposes. The inspector observed the condition of the area and equipment and noted that coverings were in-tact, the equipment was protected, the area was enclosed, had been posted as a "No Eating" area and was maintained in a clean condition.

This item is resolved.

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Review of Nonroutine Events Reported by the Licensee (Closed) Construction Deficiency (387/80-00-08): Deficiencies in pnuematic time delay relays; Agastat 7000 series and GE CR 2820 relays. These relays had been replaced with Aga:: tat E-7000 relays in accordance with PP&L NCR 81-069, Bechtel NCR 5624 and Work Authorization (WA) U-13163.

(0 pen)ConstructionDeficiency(388/80-00-08): This is the same deficiency as identified above. Replacement is in progress, in accordance with NRC's No. 7103 and 7282, but has not been completed. This item will be reviewed during a subsequent inspection.

(Closed) Construction Deficiency (387/80-00-17, 388/80-00-17):

Improper slope of GE Process Instrument Lines. The inspector reviewed the final report on MCAR 1-58, NCR's No. 5807 and 6055; and licensee Audits CL-47 and C-82-06. Corrective action consisted of drawing changes and rework or adjustment of installed lines to meet slope criteria established by GE.

Hydrostatic retests were performed on reworked lines. For lines not installed, drawings were revised to provide a slope of b-inch per foot.

(Closed) Conetruction Deficiency (387/80-00-18): Defective States Company sliding link terminal blocks. The inspector reviewed the following docu-ments:

WA U-14350 for inspection and torque testing of terminal blocks.

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WA U-10773 for replacement of faulty terminal blocks in Unit 1 and

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common systems.

NCR 81-078 for testing and replacement of faulty terminal blocks.

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NCR 6405 for replacement of faulty terminal blocks.

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NCR 7493 for retorquing of blocks which had been installed using a nonconforming torque screw driver.

This work was witnessed by QC and under surveillance by the Construction Surveillance Group.

(0 pen) Construction Deficiency (388/80-00-18): This is the same deficiency as discussed above.

It remains open pending completion of the work on Unit 2.

(Closed) Construction Deficiency (387/80-00-20, 388/80-00-20): Qualifica-tion of IC0-Rally cable sleeving. This item had been reviewed during inspec-tion 387/81-15, 388/81-08.

It had been determined that the material was unacceptable and would be replaced where installed. The location of this material was determined during inspection of separation in accordance with Field Procedure FP E-10. " Procedure for Verification of Separation within Electrical Equipment." The inspector examined NCR 6084, NCR 80-208, Start-up Work Authorization (SWA) 7406 and SWA 7635, all of which had been com-pleted and accepted by QC.

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(0 pen)ConstructionDeficiency(387/80-00-23): Loose mounting screws on GE CR 2940 selector switch contact blocks.

Inspection and tightening of the loose screws was performed by the Integrated Start-up Group (ISG) for all equipment turned over to start-up and by Bechtel construction for equipment not turned over in accordance with GE FDDR-KR1, GE letter DCN 12878L and Bechtel EMC 5640. The inspector examined NCR 6430, WA U-14142 and U-14925, which recorded checking of contact blocks for loose mounting screws and rework where necessary. This work has been completed and accepted by QC.

However, this item remains open pending receipt of the licensee's final report of corrective action and determination that these corrective actions have been completed.

l (0 pen) Construction Deficiency (388/80-00-23): This is the same deficiency as discussed above. Checking and rework of the Unit 2 PGCC/ACR panels will be conducted in accordance with GE FDDR KR2-519-1. This work has not been I

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completed.

l (0 pen) Construction Deficiency (387/81-00-10):

Lack of special conduit i

separation for certain electrical circuits in the PGCC floor section. This (

deficiency was also reported by General Electric Company under 10CFR21 by

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letter TRR-26-81/MPN-065-91. Rework was performed in accordance with GE FDDR-KRl-522-15 and GE FDDR-KRl-542-9 and Design Change Package (DCP) 308.1, l

Revision 2.

During review of DCP 308.1, the inspector noted that FCN-1883 had not been completed. This was later superceded by FCN-2015. This item remains unresolved pending completion of FCN-2015.

(0 pen) Construction Deficiency (388/81-00-10): This is the same deficiency as discussed above. Rework of Unit 2 is to be performed in accordance with FDDR-KR2-529-2 and FDDR-KR2-533-1, and is not complete.

(Closed) Construction Deficiency (387/81-00-13, 388/81-00-13): Oversize termination lugs on internal wiring of ITE circuit breakers. This deficiency has previously been identified by IE Information Notice 81-06.

Inspection of all Class lE circuit breakers and the necessary rework was performed under NCR 7518 and NCR 81-185, both of which have been completed and accepted.

Oversize lugs identified in NCR 81-185 were replaced under WA W3246.

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Exit Interview l

The inspector met with licensee representatives (see Detail 1) at the end of the inspection on May 6, 1982. The NRC Resident Inspector, Mr. J. F.

McCann, also attended the meeting. The inspector sumarized the purpose and scope of the inspection and identified the inspection findings. The inspector also stated that, in view of the large number of outstanding construction deficiencies, a concentrated effort will be required in order to complete corrcctive action and close out these items prior to fuel load.

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