ML20027E782

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Advises That FSAR Section 1.8 Re Position on Reg Guide 1.127,will Be Revised to Include Inservice Insp & Surveillance Program for Flood Protective Structures Per Draft SER Section 2.5.5.3
ML20027E782
Person / Time
Site: Seabrook  NextEra Energy icon.png
Issue date: 11/09/1982
From: Devincentis J
PUBLIC SERVICE CO. OF NEW HAMPSHIRE, YANKEE ATOMIC ELECTRIC CO.
To: Knighton G
Office of Nuclear Reactor Regulation
References
SBN-359, NUDOCS 8211160163
Download: ML20027E782 (3)


Text

PUEBLIC SERVICE m m su m g :: n., o m companyof New Hampshre 1671 WorceWor Road Framingham, Massachusetts 01701 (617) - 872- 8100 November 9, 1982 SBN-359 T.F. B 7.1.2 United States Nuclear Regulatory Commission Washington, D. C. 20555 Attention: Mr. George W. Knighton, Chief Licensing Branch 3 Division of Licensing

References:

(a) Construction Permits CPPR-135 and CPPR-136, Docket Nos. 50-443 and 50-444 (b) USNRC Letter, dated August 13, 1982, " Draft Safety Evaluation Report (SER) for Seabrook Station",

T. M. Novack to W. C. Tallman

Subject:

Draft SER Section 2.5.5.3

Dear Sir:

The following comment appears in the Draf t SER Section 2.5.5.3, which was forwarded in Reference (b):

"To further assure the safe functioning of the revetment slopes during the life of the plant, the etaf f requires that the applicant commit to developing an appropriate inservice inspection and st.rveillance program for the revetments and to include the revetments as items to be inspected under the purview of USNRC Regulatory Guide 1.127, ' Inspection of Water Control Structures Associated with Nuclear Power Plants'."

In response to the above comment, we will revise FSAR Section 1.8, regarding our position on USNRC Regulatory Guide 1.127 (Revision 1, 3/78) as indicated on the attached annotated FSAR page (1.8-48) to include an appropriate inservice inspection and surveillance program for the flood protective structures.

The revision to FSAR Section 1.8 will be included in OL Application Amendm st 48.

Very truly yours, YANKEE TOMIC ELECTRIC COMPANY

. DeVincentis Project Manager Ol ALL/fsf Attachment 8211160163 821109 PDR ADOCK 05000443 E PDR

. SB 1 6 2 Amendment 44 FSAR February 1982 This position was accepted by the NRC via the RESAR 414 Safety Evaluation (EN Report.

Regulatory Guide 1.125 Physical Models for Design and Operation of (R2v. 1, 10/78) Ilydraulic Structures and Systems for Nuclear Power Plants Subrook does not have any safety-related hydraulic structures which directly interface with surface waters.

Some of the types of physical modeling studies included in Regulatory Guide 1.125, Rev. 1, were, however, used in the design and operation of non-safety related hydraulic structures and systems of the plant. A number of these studies were discussed with the NRC Staff at the testing facilities. Results of these studies have been transmitted to the NRC staff.

The physical modeling studies are further discussed in Section 3.4 of the environmental report.

Regulatory C' side 1.126 An Acceptable Model and Related (Rev. 1, 3/78) Statistical Methods for the Analysis of Fuel Densification .

Tha fuel densification model presented in Reference (11), which has been approved by the NRC, has been utilized. (

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Regulatory Guide 1.127 Inspection of Water-Control Structures (Rcv. 1, 3/78) Associated With Nuclear Power Plants W

The Regulatory Guide applies only to water-co 1 structures (e.g.,

reservoirs, conveyance facilities) specji M y built for u conjunction pg h(

with a nuclear power plant a d who d n' ure c e radiological to consequences adversely af edng t /gug[ie- a th and safety. .$.

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Since there are no t_ru e r's tais type at the Seabrook Station, there is no potential f C 31 ,e i

afet'y affects from a failure of such. Therefore, R phr6r[ Guide 1. 7 is not applicable to Seabrook Station. D Regulatory Guide 1.128 Installation Design and Installation of (Rev. 1, 10/78) Large Lead Storage Batteries for Nuclear j Power Plants The recommendations of Regulatory Guide 1.128 have been followed.

The suject matter of this guide is discussed in Subsections 8.3.2 and 8.3.3.

1.8-48

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f68$ f8g6 /. E-O "The recommendations of Regulatory Guide 1.127, Rev. 1, will be met by developing and implementing an appropriate inservice inspection and surveillance program for the flood protective structures. These flood protective structures consist of the stone revetments, reinforced g concrete vertical seawall, and the sheet pile retaining wall."

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