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Forwards Response to Open Items Identified in NRC Structural Design Audit Rept.Formal Presentation of Responses & Detailed Discussion of Audit Finding 1 to Take Place at 840710 Meeting
	ML20090C117
Person / Time
Site:	Satsop
Issue date:	06/27/1984
From:	Sorensen G; WASHINGTON PUBLIC POWER SUPPLY SYSTEM
To:	Knighton G; Office of Nuclear Reactor Regulation
Shared Package
ML20090C118	List: ML20090C117; ML20090C122;
References
	GO3-84-10, NUDOCS 8407130169
	Download: ML20090C117 (16)
	v • d • e

-

Washington Public Power Supply System Som1223 Elma. WeeNngton 98641 1223 (2061442 4428 Docket No. 50-508 June 27, 1984 G03-84-410 Director of Nuclear Reactor Regulation ATTN: Mr. G. Knighton, Chief Licensing Branch No. 3 Division of Licensing U. S. Nuclear Regulatory Consnission Washirgton, D. C.

20555

Subject:

NUCLEAR PROJECT 3 NRC STRUCTURAL DESIGN AUDIT

References:

a)

Letter, A. Vietti to G. W. Knighton, dated 9/6/83 b)

Letter, G. W. Knighton to D. W. Mazur, dated November 2, 1983 c)

Letter #G03-84-213, G. C. Sorensen to G. W. Knighton, dated April 6,1984 d)

Letter V. Nerses to G. W. Knighton, dated June 15, 1984 On September 26, 1983 members of the NRC Structural Engineering and Licensing Branches arrived at the offices of the WNP-3 Architect / Engineer, Ebasco Ser-vices Inc., in New York City.

The purpose of this visit was to commence a week long audit as scheduled in reference a).

The Supply System hereby responds to those open items detailed in reference b) which transmitted to the Supply System the NRC Staff reviewers Audit Report docuncting the results of the Audit exit meeting on September 30, 1983. Also included in this package is a response to NRC Question 220.22.

As you are aware, the Supply System has made arrangements to meet with the responsible NRC personnel in Bethesda and formally present these responses (ref.d).

This meeting is scheduled for July 10, 1984.

The focus of our presentation I

will be on Audit Finding Number 1, though we will be prepared to discuss the full range of our responses to the NRC's Structural Design Audit of WNP-3.

0 0i f*?'%

%}$

i

c Mr. G. Knighton, Chief Page 2 NRC STRUCTURAL DESIGN AUDIT Should you require additional information or clarification, the Supply Sys-tem point of contact for this matter is Mr. D. W. Coleman, Licensing Project Manager (206/482-4428 ext. 5436).

Sincerely, G. C. Sorensen, Manager Regulatory Programs GCS/pm cc:

J. A. Adams - NESCO V. Nerses - NRC J. Porrovecchio - Ebas a (NYO)

N. S. Reynolds (Bishoo, Liberman, Cook, Purcell & Reynolds)

D. Smithpeter - BPA S. F. Swearngin - SPA A. A. Tuzes - CE WNP-3 Files (703)

Attachments:

1.

SEB Audit Finding No. 1 2.

SEB Audit Finding No. 5 3.

SEB Audit Finding No. 8 4.

SEB Audit Finding No. 11 5.

SEB Audit Finding No. 12 6.

SEB Audit Finding No. 14 7.

SES Audit Finding No. 15 8.

SEB Audit Finding No. 17 9.

SEB Audit Finding No. 18 10.

SEB Audit Finding No. 19 11.

SEB Audit Finding No. 20 12.

SEB Audit Finding No. 21 13.

SEB Audit Finding No. 22 14.

SEB Audit Finding No. 23 15.

SEB Audit Finding No. 24 16.

SEB Audit Finding No. 25 17.

NRC Question No. 220.22

WP-3 LICENSING DOCUMENTS TRACKING SYSTEM LEGENO FSAR CHANGE NOTICE SCN STATUS STS 80 - SUPPLY SYSTEM RESPONSE DEFERRED PC - PARTIAL COMPLETION OF RESPONSE C - SUPPLY SYSTEM CONSIDERS RESPONSE TO BE COMPLETE

- ComITE NT MADE IN THE SUPPLY SYSTEM RESPONSE IS BEING TRACKED ITFM ID - SUPPLY SYSTEM INTERNAL TRACKING NLMBER NOTE:

The attached status list reflects only those NRC questions where the Supply System has provided some type of response (see Legend above). Questions are not listed if a response has not yet been provided.

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AUDIT FINDING N0. 1 In order to proceed with the audit, it was decided to discuss with F.basco the deconvolution analysis for the plant.
This issue was previously raised in review of the FSAR.
Ebasco has applied the deconvolution methodology to a finite element model of the rock site.
Since the rock is essentially elas-tic, in the range of interest, a reduction in motion at the base mat from that postulated at the surface would not be expected.
In the analysis.
credit was taken for such a reduction and the staff has disagreed that such results would not be expected for a rock site.
Accordingly, the staff will require that the recomendations of NUREG 0800, Section 3.7.2 will be followed.
Specifically, either an elastic half-space analysis should be performed to confirm the finite elements analysis, or the site should be considered as a rock site, and a fixed-base analysis should be performed.
In any case, the full value of the SSE/0BE should be input at the base mat without reduction.
RESPONSE TO FINDING NO.1 l
An elastic half-space approach of seismic dynamic analysis of Category I structures has been performed in response to the staff's request. The analy-sis results confirm the acceptability of the finite element / boundaries approach employed for the WNP-3 seismic design.
The details of the elastic half-space analysis and comparison of the analysis results to the WNP-3 design basis are presented in Attachment 1.
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