ML18078A682

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Korea Hydro & Nuclear Power Co., Ltd - Submittal of Revised Technical Reports on Seismic and Ni Basemat Design
ML18078A682
Person / Time
Site: 05200046
Issue date: 03/09/2018
From: Kim H
Korea Hydro & Nuclear Power Co, Ltd
To: William Ward
Document Control Desk, Office of New Reactors
References
MKD/NW-18-0036L
Download: ML18078A682 (16)
v • d • e


Text

  • E!:t~P. NUCLEAR POWER co., LTP 70-1312-gil, Yuseong-daero, Yuseong-gu, Daejeon, 305-343, KOREA Tel: +82-42-870-5400 / Fax: +82-42-870-5449 http://www.khnp.co.kr March 9, 2018 Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555-0001 Attention: Mr. William Ward Docket No.52-046 Division of New Reactor Licensing MKD/NW-18-0036L

Subject:

Submittal of Revised Technical Reports on Seismic and NI Basemat Design

References:

1. KHNP Letter MKD/NW-17-0071L, Submittal of Revised Technical Reports for APR1400, dated March 17, 2014
2. KHNP Letter MKD/NW-17-0196L, Submittal of Revised Technical Reports on Stability Check for APR1400 NI Common Basemat The purpose of this letter is to transmit six sets of revised technical reports regarding seismic design and foundation basemat design for APRl 400 Design Certification. The prior versions of them had been submitted under the References 1 and 2. All the, related responses to RAis, officially transmitted before December 31, 2017, have been incorporated into these revised reports.

Enclosure 1 contains a copy of the associated affidavit. Enclosures 2 to 13 provide electronic copies of either proprietary or non-proprietary version of each set of the revised technical reports.

If additional information or clarification required, please contact Daegeun Ahn, Director of KHNP Washington DC Center, at ahn.daegeun@khnp.co.kr or 703-388-0592.

Sincerely, Han-gonKim Project Manager Advanced Reactors Development Laboratory Korea Hydro and Nuclear Power Co., Ltd b I b \

rJRD

  • E!:tt!?. NUCLEAR POWER (:0,, Ll"D

Enclosures:

1. Affidavit KAW-18-0036
2. Seismic Design Bases (Proprietary) (APR1400-E-S-NR-14001-P, Rev.2)
3. Seismic Design Bases (Non-Proprietary) (APR1400-E-S-NR-14001-NP, Rev.2)
4. Finite Element Seismic Models for SSI Analysis of the NI Buildings (Proprietary)

(APRl 400-E-S-NR-14002-P, Rev.2)

5. Finite Element Seismic Models for SSI Analysis of the NI Buildings (Non-Proprietary)

(APR1400-E-S-NR-14002-NP, Rev.2)

6. SSI Analysis Methodology and Results of NI Buildings (Proprietary) (APR1400-E-S-NR-14003-P, Rev.2)
7. SSI Analysis Methodology and Results of NI Buildings (Non-Proprietary) (APRl 400-E-S-NR-14003-NP, Rev.2)
8. Evaluation of Effects of HRHF Response Spectra on SSCs (Proprietary) (APR1400-E-S-NR-14004-P, Rev.3)
9. Evaluation of Effects ofHRHF Response Spectra on SSCs (Non-Proprietary) (APR1400-E-S-NR-14004-NP, Rev.3)
10. Evaluation of Structure-Soil-Structure Interaction(SSSI) Effects (Proprietary) (APRl 400-E-S-NR-14005-P, Rev.2)
11. Evaluation of Structure-Soil-Structure Interaction(SSSI) Effects (Non-Proprietary) (APR 1400-E-S-NR-14001-NP, Rev.2)
12. Stability Check for NI Common Basemat (Proprietary) (APR1400-E-S-NR-14006-P, Rev.4)
13. Stability Check for NI Common Basemat (Non-Proprietary) (APR1400-E-S-NR-14006-NP, Rev.4)

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~ KOREA. HYDRO & 1\,11.JCLEAR POWER CO., LTD Enclosure 1 Affidavit KAW-18-0036 I, Yun-ho Kim, state the following:

1. I am the General Manager of Korea Hydro & Nuclear Power Co., Ltd. (KHNP), and as such I am authorized to request withholding the information transmitted with this letter from public disclosure and to execute this affidavit.
2. I am familiar with the criteria applied by KHNP to determine whether certain information is proprietary, and with the policies established by KHNP to ensure the proper application of these criteria.
3. The infonnation, APR1400-E-S-NR-14001-P, APR1400-E-S-NR-14002-P, APR1400-E-S-NR-14003-P, APR1400-E-S-NR-14004-P, APR1400-E-S-NR-14005-P, and APR1400-E-S-NR-14006-P, transmitted with this letter has been classified by KHNP as proprietary in accordance with the policies for the control and protection of proprietary and confidential information. The information regarded as proprietary is identified and marked consistent with the requirements of 10 CFR 2.390, § (b)(l)(i). Accordingly, the proprietary information is enclosed within brackets and the right-hand bracket carries a notation of "TS" to indicate that the trade secret nature of the information claimed to be proprietary is the basis for proposing that the information so identified be withheld from public disclosure.
4. Pursuant to the considerations set forth in 10 CFR Section 2.390(a), KHNP considers the information classified as proprietary to be "trade secret" information since it is design, analysis, or test information that would be difficult for a competitor to reproduce and hence provides an economic and competitive advantage to KHNP.
5. The need for designating the information as proprietary has been raised within KHNP.

The information is being treated proprietary and confidential and has not been disclosed by KHNP to the public.

6. Nondisclosure of the proprietary information transmitted with this letter is vital to the competitiveness held by KHNP and, hence, disclosure of the proprietary information transmitted in with this letter would have negative commercial impacts on the competitive position of KHNP in the U.S. nuclear market.
7. In accordance with KHNP policy, proprietary information contained in this document may be, or may have been, made available on a limited basis to regulatory bodies, customers, potential customers, and their agents, suppliers, and licensees, and others
  • E!A!~~ NUCLEAR POWER co.. LTD under suitable agreements providing for nondisclosure and limited use of the information.

I declare that the foregoing statements are true and correct to the best of my knowledge, information and belief.

Executed on March 9, 2018 Yun-ho Kim General Manager APRl 400 Licensing Team Central Research Institute Korea Hydro and Nuclear Power Co., Ltd

  • Et:t~~ NUC:LEAR POWER co., Ll:P Enclosure 3 APR1400-E-S-NR-14001-NP, Rev.2 Seismic Design Bases (Non-proprietary)
  • E!:tt!~ N.UCLEAR POWER CO,,LTP Enclosure 5 APR1400-E-S-NR-14002-NP, Rev.2 Finite Element Seismic Models for SSI Analyses of the NI Buildings (Non-proprietary)

8 ICHN.=t KOREA HYDRO & NUCLEAR POWER. CO., LTP Enclosure 7 APRl 400-E-S-NR-14003-NP, Rev.2 SSI Analysis Methodology and Results of NI Buildings (Non-proprietary)

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KOREA HYDRO & NU(;LEAR POWER CO., LTD Enclosure 9 APR1400-E-S-NR-14004-NP, Rev.3 Evaluation of Effects ofHRHF Response Spectra on SSCs (Non-Proprietary)

  • E!:tf.tr! 1'11UCLEAR POWER co., LTD Enclosure 11 APR1400-E-S-NR-14004-NP, Rev.2 Evaluation of Structure-Soil-Structure Interaction (SSSI) Effects (Non-Proprietary)

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ICOREA HYPRO NUC::LEAR l>OWER C:O,, LTP Enclosure 13 APR1400-E-S-NR-14006-NP, Rev.4 Stability Check for NI Common Basemat (Non-Proprietary)

  • E!:t!:t~ NUCLEAR POWER C:O,, LTD Enclosure 2 APRl 400-E-S-NR-14001-P, Rev.2 Seismic Design Bases (Proprietary)

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KOREA HYDRO ~.1'1UC:LEAR POWER (:O.; LTP r Enclosure 4 APR1400-E-S-NR-14002-P, Rev.2 Finite Element Seismic Models for SSI Analyses of the NI Buildings (Proprietary)

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- . . . PO.WER co,, LTD Enclosure 6 APR1400-E-S-NR-14003-P, Rev.2 SSI Analysis Methodology and Results of NI Buildings (Proprietary)

  • Et\~~ NUCLEAR POWER co., LTD Enclosure 8 APR1400-E-S-NR-14004-P, Rev.3 Evaluation of Effects ofHRHF Response Spectra on SSCs (Proprietary)

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~ !(OREA l:IYDRO & 1'1UCLEAR POWER CO., LTD Enclosure 10 APR1400-E-S-NR-14005-P, Rev.2 Evaluation of Structure-Soil-Structure Interaction (SSSI) Effects (Proprietary)

  • Et:t!:11ra NUCLEAR POWER (:0.* LTD Enclosure 12 APR1400-E-S-NR-14006-P, Rev.4 Stability Check for NI Common Basemat (Proprietary)
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