ML20009C533

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Repeats & Notarizes Util 810713 Response to NRC 810210 Generic Ltr 81-14 Re Seismic Qualification of Auxiliary Feedwater Sys
ML20009C533
Person / Time
Site: Rancho Seco
Issue date: 07/17/1981
From: Mattimoe J
SACRAMENTO MUNICIPAL UTILITY DISTRICT
To: Eisenhut D
Office of Nuclear Reactor Regulation
References
TASK-2.E.1.1, TASK-TM GL-81-14, TAC-43663, TAC-44673, TAC-48907, NUDOCS 8107210207
Download: ML20009C533 (2)


Text

.o C suuo SACRAMENTO MUNICIPAL UTILITY DISTRICT O 6201 s street, Box 15830 sacramento, California 95813; (916) 452 3211 July 17, 1981

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ATTENTION DARRELL G EISENHUT DIRECTOR U

DIVISION OF LICENSING V

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WASHINGTON D C 20555 cv DOCKET 50-312 RANCHO SECO NUCLEAR CENERATING STATION UNIT NO 1 AUXILIARY FEEDWATER SYSTEM SEISMIC QUALIFICATION Please refer to our response dated July 13, 1981, to your February 10, 1981 Generic Letter No. 81-14.

Our July 13, 1981 response was not notarized. This letter repeats our earlier response and is properly notarized in accordance with the requirements of the Generic Letter.

The Sacramento Municipal Utility District has reviewed your letter of February 10, 1981 (Generic Letter No. 81-14), requesting information on the -aismic qualification of the Rancho Seco Unit 1 auxiliary feed-water.,ystem.

The ;ntire Auxiliary Feedwater (AW) System at Rancho Seco was designed ar.a constructed to Seiraic Category 1 requirements. The analytical techniques, testing, evaluation methods and acceptance criteria used in the design of the AW System are consistent with the methods used for other safety-grade systems at Rancho Seco Unit 1.

The AW System has been included within the scope of seismic related Bulletins 79-02, 79-04, 79-14, 80-11, and IE Information Notice 80-21.

The analysis methodology for Seismic Class 1 systems such as the AW System uses the " response spectrum" approach. The response spectrum approach uses the natural period, mode, shape and dempaning factors that are characteristic of the system and equipment, to determine the dynamic loads that would result from a seismic event. General primary stresses, including those resulting from gravity loads, operating loads N

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DARRELL G EISENHUT Page 2 Jaly 17, 1981 and operating temperatures, are combined with the seismic stresses resulting from the amplified earthquake response spectrum. The combination of stress is required to be below allowable stress set forth in the appropriate codes and standards, such as ASME Section III. A more detailed description of the methodology is given in Appendix 5B of the FSAR.

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.I hn. Mattimoe Assistant General Manager and Chief Engineer Sworn to and subscribed before me this 17th day of July, 1981.

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