LD-97-015, Informs That ABB-CE Has Completed Review of Effective Page Listing & Sys 80+ Design Control Document Revs Dtd Jan 1997

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Informs That ABB-CE Has Completed Review of Effective Page Listing & Sys 80+ Design Control Document Revs Dtd Jan 1997
ML20148A592
Person / Time
Site: 05200002
Issue date: 05/07/1997
From: Brinkman C
ABB COMBUSTION ENGINEERING NUCLEAR FUEL (FORMERLY, ASEA BROWN BOVERI, INC.
To:
NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
Shared Package
ML20148A597 List:
References
LD-97-015, LD-97-15, NUDOCS 9705090093
Download: ML20148A592 (9)
v • d • e


Text

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May 7,1997 LD-97-015 Docket 52-002 Attention: Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555-0001

Subject:

System 80+m Design Control Document

Reference:

Letter LD-97-014, C. B. Brinkman (ABB-CE) to NRC, dated April 30,1997

Dear Sirs:

ABB-CE has completed a review of the Effective Pap Listing and the Sy. tem 80+ DCD revisions dated 1/97. Three corrected pages for the Effective Page Listmg and one corrected page for Section 2.5 are enclosed, along with the afGrmation (afSdavit) required by 10 CFR 50.30(b).

Consistent with the Reference, five sets of the above-mentioned pages are enclosed.

Please remove the corresponding pages from the DCD and insert the enclosed corrected pages.

If you have any questions, please call me or Stanley E. Ritterbusch of my staff at (860) 285-5206.

Very truly yours, COMBUSTION ENGINEERING, INC.

f 090001 gg6s' /

9705090093 970507 , M Charles B. Brinkman, Director {

ADOCK 052 e '

[DR ]k Nuclear Systems Licensing SER/lw

Enclosures:

As Stated g og b j

ABB Combustion Engineering Nuclear Systems Combuston Eng noenng. Inc. 2aX) y H t Road elesi (860) 1911 h

Windsor, CT06095 0M)0

Enclo@ure to LD-97-015 l Docket No.52-002 P

UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION In the Matter-of )

)

Combustion Engineering, Inc. ) ,

)

Standa14 Plant Design )

APPLICATION FOR REVIEW OF COMBUSTION ENGINEERING

" SYSTEM 80+ DESIGN CONTROL DOCUMENT" ,

Robert S. Bell, Jr., being duly sworn, states that he is the Vice President and Assistant Secretary of Combustion Engineering, Inc.; that he is authorized on the part of said corporation to sign and file with the Nuclear Regulatory ,

Commission this document; and that all statements made and matters set forth therein are true and correct to the best of l his knowledge, information, and belief.

COMBUSTION ENGINEERING, INC.

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By: [ .

- /

'kobert S. Bell,'Jr.

Vice President and Assista Secretary Subscribed and sworn to before me this 99dk day of '734dk4- , 1997.  !

[

kad.W dtary Pubile f I

MyCommissionExpires:@/$t/97 i

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. . ._ ._ ~_ . _ . _ . _ . _ _ ._

1 4 ' Syst m 80 + Disign ControlDocument 2.5 Geology, Seismology, and Geotechnical Engineering ,

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. (( Site-specific geology, seismology, and geotechnical engineering information and characteristics of the ,

site and region surrounding the site, including site acceptance criteria, will be provided by the COL i applicant referencing the System 80+ Standard Design.))! ,

To cover a range of possible site conditions where System 80+ may be constructed, a range of generic site conditions was selected for geologic and seismologic evaluation (Figure 2.5-1). The System 80+ l is a standard plant design to be built on a suitable site. The basis for selecting any particular site is documented in the site-specific Safety Analysis Report (SAR). Site geologic features, seismological feanires, liquefaction potential, site in -.lity, ground rupture and man-made conditions are included in

the site-specific SAR. Site-specific investigations, including borings, are conducted in accordance with

) 10 CFR 50 and 100 (Reference 2) and Standard Review Plan 2.5 (Reference 3). Any deviations from '

Reference 3 are identified and justified in the site-specific SAR. l The total depth to bedrock foi cach site condition and the dynamic soil properties (in terms of maximum shcar wave velocities and their variation with depth, and in terms of the variations of modulus and  ;

4 damping with strain) were established to cover a wide range of sites and to provide reasonably l conservative results. Using these site conditicns and the variations of maximum shear wave velocities, ,

4 13 cases were developed; 12 soil cases and one rock outcrop case. For analysis of the superstructure,  !

l the rock outcrop case was further broken into two subcategories. One subcategory covers the case where the structure is sitting on rock, with its embedded portion not restrained. The second subcategory covers 3

cases where the backfill material has rock type cht.racteristics. Further discussions on the rock outcrop  !

case is provided in Appendix 3.7-B. The cases selected are summarized in Section 2.5.2, and more details fur each case are inc!uded in Appendix 2A.

For the System 80+ seismic design, three control motions were developed which, when combined cover l the majority of potential sites in the continental U.S. The twelve generic soil sites and one rock site were

- evaluated for each of the control motions.  !

To cover sites with deep soil deposits, a control motion with a Regulatory Guide 1.60 spectral shape is used as the input motion to the ground surface of each site. To cover shallow soil sites, two rock motions applied at a hypothetical rock outcrop are used. The selection of the two rock outcrop motions was performed using low frequency content consistent with industry-wide accepted response spectra, and ,

high frequency content that exceeds the current industry practice. The enrichment of the rock outcrop motions with high frequency content is consistent with recent studies on Eastern North America seismicity  ;

and is a proactive measure of the .".ystem 80+ design in anticipation of future trends in the. industry  ;

regarding seismic motions. The control motions described in this section are intended to provide future .

owners of System 80+ design with high confidence that the design is suitable for most sites in the United l j States.

To assess whether a site is suitable for construction of the System 80+ Standard Design, both the following Acceptance Criteria (Site Conditions and SSE Ground Motions) must be satisfied.

I I COL information item: see DCD Introduction Section 3.2.

Amorovent Doeiper Materinh sete Character \isucs Page 2.5-1

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. t Syst~m 80 + D'~ sign Control Document

1. Site Conditions i

e The soil profile shouid have a (low-strain) shear wave velocity profile within the range f shown in Figure 2.5-2. Although the soil response of a specific new soil profile could i differ from the results obtained for each of the cases included in Reference 1, it would  ;

1 be covered by the envelope of the soil cases considered in the soil response analyses of Reference 1.

I t

  • A soil site having a total depth to bedrock greater than that shown in Figure 2.5-1 is

! acceptable, because it would be covered by the soil cases analyzed.

r a

  • All rock sites (with no soil deposits below the foundation level) are acceptable.  !

i  !

2. (SSE) Ground Motion l The acceptance criteria for the Ground Motion are given in Section 2.5.2.5.3.

2.5.1 Basic Geologic And Seismic Information  ;

The objective of this section is to describe geologic and seismic features that affect the site under review.

1 Site-specific regional and site physiography, geomorphology, stratigraphy, lithology, and tectonics t I information will be included in the site-specific information. t i

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W W A88W

  • h Cherecitrilsks (r/97) Pepe 2.5-2 i i

Syst m 80 + De'ign CrntrolDocument l

Effective Page Listing Certified Design Material i

l Pages Date Pages Date j i through iii 1/97 2.5-21 through 2.5-40 Original l iv, v Original 2.5-41 through 2.5-43 2/95 2.5-44 through 2.5-55 Original 1.1-1,2.1-2 Original 2.5-56 2/95 2.5-57 Original 1.2-1 through 1.2-3 Original 2.5-58 1/97 2.5-59 through 2.5-62 Original a 1.3-1 through 1.3-6 Original 2.5-63 1/97 1.3-7 2/95 2.5-64 through 2.5-75 Original

1.3-8 Original i 1.3-9, 1.3-10 2/95 2.6-1 through 2.6-25 Original i 1.3-11 Original 2.6-26 2/95
2.6-27 through 2.6-39 Original 2.1-1 through 2.1-19 Original  !

2.1 20 1/97 2.7-1 through 2.7-27 Original 2.1-21 through 2.1-28 Original 2.7-28 1/97 2.1-29 1/97 2.7-29 through 2.7-54 Original ]

2.1-30 through 2.1-37 Original 2.7-55 1/97 j 2.1-38 through 2.1-41 1/97 2.7-56 11/96 l 2.7-57, 2.7-53 Original  !

2.2-1 through 2.2-4 Original 2.7-59 11/96 2.2-5 11/96 2.7-60 Original 2.2-6 Original 2.7-61 11/96 l 2.2-7 11/96 2.7-62 through 2.7-114 Original l 2.3-1 through 2.3-29 Original 2.8-1 through 2.8-39 Original l

2.4-1 through 2.4-23 Original 2.9-1 through 2.9-12 Original j 2.4-24 2/95 2.9-13, 2.9-14 2/95 l I

2.4-25 through 2.4-60 Original 2.9-15, 2.9-16 Original 2.5-1, 2.5-2 Origi., al 2.10-1, 2.10-2 Original 2.5-3 2/95 2.5-4 through 2.5-14 Original 2.11-1 Original 2.5-15 through 2.5-17 2/95 2.5-18, 2.5-19 Original 2.12-1 through 2.12-10 Original 2.5-20 11/96 2.12-11 11/96

-a- ,, - ~

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', SvTrem 80+ Drsign ControlD cument Effective Page Listing (Cont'd.)

Certified Design Material ,

Pages Date ,

~

2.12-12, 2.12 13 Original ,

3.1 1 through 3.1-4 Original  ;

j 3.2 1 Original  ;

3.22,3.2-3 2/95 3.2 4 through 3.2-9 Original i

3.3-1, 3.3-2 Original ,

4.1-1 Original 4.2-1 Original 4.3-1 Original l

! 4.4-1 Original 1

5.0-1 through 5.0-7 Original 4

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M % ** tt/s7) tore s I

Syntem 80+ Design ControlDocument Effective Page Listing Chapter 3 Pages Date Pages Date i,ii 1/97 3.5-1 through 3.5-8 Original lii, iv 2/95 y Original 3.6-1 through 3.6-33 Original vi, vii 11/96 3.6-34, 3.6-35 11/96 viii 2/95 3.6-36 through 3.6-41 Original ix Original 3.6-42 11/96 3.6-43 Original 3.1-1 through 3.1-5 Original 3.6-44 11/96 3.1-6 11/96 3.6-45 through 3.6-53 Original 3.1-7, 3.1-8 Original 3.1-9 11/fd 3.7-1 Original 3.1-10 through 3.1-17 Original 3.7-2 11/96 3.1-18 2/95 3.7-3 through 3.7-17 Original 3.1-19 11/96 3.7-18 2/95 3.1-20 through 3.1-25 Original 3.7-19 through 3.7-27 Original 3.1-26 2/95 3.7-28 11/96 l 3.1-27 Original 3.7-29 Original 3.1-28 11/96 3.7-30 11/%

3.1-29, 3.1-30 Original 3.7-31 Original 3.7-32 11/96 3.2-1 2/95 3.'i. 2' through 3.7-37 Original 3.2-2, 3.2-3 Original 3.7-38 11/96 3.2-4 11/96 3.7-39 through 3.7-69 Original 3.2-5 through 3.2-12 2/95 3.7-70 11/%

3.2-13 11/96 3.7-71 Original 3.2-14 through 3.1-17 2/95 3.2-18 11/96 3.8-1 through 3.8-7 Original' 3.2-19, 3.2-20 2/95 3.8-8 2/95 3.2-21 11/96 3.8-9 through 3.8-23 Original )

3.2-22 through 3.2-31 Original 3.8-24 through 3.8-36b 1/97 i l

3.2-32 11/96 3.8-37 through 3.8-79 Original 3.2-33 through 3.2-48 Original 3.9-1 through 3.9-17 Original 3.3-1 through 3.3-3 Original 3.9-18, 3.9-19 11/96 3.9-20 through 3.9-56 Uniginal 3.4-1 through 3.4-3 Original 3.9-57 11/96 Approved Desig s Matenial Desigre of SSC (1/97) Pagel l

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Sy~ tem 80+ . Deskn controlDocument 6

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-i Effective Page Listing (Cont'd.)

Chapter 3 i

Pages Date i

3.9-58 through 3.9-62 Original 3.9-63 11/96-3.9-64 through 3.9 Original 3.9-68 through 3.9-71 11/%

Original  !

3.9-72 3.9-73 11/96 [

3.9-74 through 3.9-86 Original '

3.9-87 2/95 3.9-88 through 3.9-206 Original 3.10-1 through 3.10-11 Original 3.11-1 through 3.11-15 Original i

.wY Anwend Deekn neewW. W of SSC (ygn pope g l

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.l System 80+ oestan contros oocument 1

Effective Page Listing Chapter 11 l Pages Date I

i, ii 1/97 iii - v 11/96

)

11.1-1 through 11.1-15 11/%

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11.2-1 through 11.2-3 11/96 1 11.2-4, 11.2-5 1/97 11.2-6 through 11.2-28 11/% ,

11.2-29 through 11.2-36* Original 111.2-37 11/%

e 11.3-1 through 11.3-3 11/96 11.3-4 1/97 i

11.3-5 through 11.3-22 11/%

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11.3-23, 11.3-24' Original

-( 11.3-25 11/96 11.4-1 through 11.4-4 11/96 1/97 l 11.4-5 11.4-6 through 11.4-18* 11/%

11.4-19 through 11.4-21 Original 11.5-1 through 11.5-29 11/% ,

  • Pages 11.2-36,11.3-24, and 11.4-18 are blank pages. ,

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