ML20247G678

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Chapter 2, Site Envelope Characteristics, to CESSAR Sys 80+ Std Design
ML20247G678
Person / Time
Site: 05200002, 05000470
Issue date: 03/30/1989
From:
ABB COMBUSTION ENGINEERING NUCLEAR FUEL (FORMERLY
To:
Shared Package
ML20247G537 List:
References
NUDOCS 8904040291
Download: ML20247G678 (14)
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EFFECTIVE PAGE LISTING fJ[&PTER 2 l

l Table of Contents Pace Amendment i D li D lii D 1

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page Amendment 2.0-1 D 2.1-1 D 2.1-2 D 2.2-1 D

(% 2.3-1 D 8, 2.4-1 D

%- 2.5-1 D Tables Amendment 2.0-1 (Sheets 1 and 2) D 1

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l 8904040291 890330 PDR ADOCK 05000470 Amendment D g PDC September 30, 1988 w

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CESSAR En@icui:,.

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l TABL5_QL_QQENJES.

CHAPTER.2 Section Subiect Pace No.

2.0 SITE CHARACTERISTICS 2.0-1 l

2.1 GEOGRAPHY AND DEMOGRAPHY 2.1-1 2.1.1 SITE LOCATION AND DESCRIPTION 2.1-1 2.1.1.1 Site Location 2.1-1 D

2.1.1.2 Site Area Mao 2.1-1 l 2.1.1.3 Boundaries for Establishing 2.1-1 Effluen*; Release Limits 2.1.2 EXCLUSION AREA AUTHORITY AND CONTROL 2.1-1

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2.1.3 POPULATION DISTRIBUTION 2.1-1 2.1.3.1 Epoulation Within Ten Miles 2.1-1 2-1.3.2 Population Between 10 and 2.1-1 50 Miles 2.1.3.3 Transient Population 2.1-1 2.1.3.4 Low Population Zone 2.1-1 D 2.1.3.5 Population Center 2.1-1 2.1.3.6 Pooulation Density 2.1-1 2.2 NEARBY INDUSTRIAL. TRANSPORTATION. 2.2-1 AND MILITARY FACILITIES l 2.3 METEOROLOG" 2.3-1 2.3.1 REGIONAL CLIMATOLOGY 2.3-1 D 2.3.2 LOCAL METEOROLOGY 2.3-1 I

D Amendment D i September 30, 1988

1 CESSAR E!Mincamu )

i eI TABLE OF CONTENTS CHAPTER 2  ;

Section subiect Pace No.

I 2.3.3 CNSITE METEOROIDGICAL MEASUREMENTS 2.3-1 lD f PROGRAMS 2.3.4 SHORT TERM (ACCIDENT) DIFFUSION 2.3-1 ESTIMATES (X/Q) 2.3.5 LONG TERM (ROUTINE) DIFFUSION 2.3-1 ESTIMATES (X/Q) ]

l 2.4 HYDROLOGIC ENGINEERING 2.4-1 I D  !

2.5 GEOLOGY, SEISMOLOGY, AND 2.5-1 GEOTECHNICAL ENGINEERING e l 1

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Amendment D 11 September 30, 1988

CESSAR naincuia --

LIST OF TABLES CHAPTER 2 Table Subiect 2.0-1 Envelope of Plant Site Design Parameters lD l

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CESSAREnnnc-O 2.C SITE CHARACTERISTIC 8 i

The System 80+ Standard Design- is designed on the basis of a  !

limited set of assumed site-related parameters. These parameters I were selected to envelope most potential nuclear power plant sites in the United States. A summary of the assumed site design i parameters is provided in Table 2.0-1. ]

Detailed site characteristics will be provided by the site operator for any specific application. The site operator will review these characteristics and compare them to the enveloping 0 l assumptions of Table 2.0-1. Should specific site parameters or I characteristics, upon examination by the site operator, be l outside the envelope of assumptions established by Table 2.0-1, any changes or alternatives required for the System 80+ Standard ,

Design will be presented in the site-specific SAR. '

The remainder of this chapter identifies specific assumptions related to site characteristics that are employed in the evaluation of the System 80+ design. Verification that a specific site does not violate any of these assumptions et well as the enveloping assumptions of Table 2.0-1 will be inch ded in the site-specific SAR.

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Amendment D 2.0-1 September 30, 1988

CESSAR s!L"icari n O

TABLE 2.0-1 (sheet 1 of 2)

ENVEIDPE OF PLANT SITE DESIGN PARAMETERS Ground Water Maximum Level: 2 feet below grade Flood for Tsunami) Level ( }

Maximum Level: I foot below grade Precipitation (for Roof Desian)

Maximum rainfall rate: 10 in/hr Maximum snow load: 50 lb/sq. ft.

Desian Temperatures l

Ambient i /~%

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(% 1% Exceedance Values Maximum: 100*F dry bulb 77'F coincident wet bulb D

Minimuu: -10*F i

0% Exceedance Values (Historical Limit)

Maximum: 115'F dry bulb 82*F coincident wet bulb l

Minimum: -40*F Emergency Cooling Water Inlet: 95'F  ;

l Condenser Cooling Water Inlet: s100*F 1 l

Extreme Wind Basic Wind Speed: 110 mph (2)/ 130 mph (3) j Tornado I4) j

! Maximum tornado wind speed: 260 mph Transnational velocity: 57 mph Radius: 453 ft Maximum atmosphere AP: 1.46 psid Missile spectra: per ANSI /ANS-2.3 O  !

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September 30, 1988 {

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CESSAR55inem l O'

T.ADIdL.2 d. .1. (cont e d)

(Sheet 2 of 2)

ENVELOPE OF PLANT SITE DESIGN PARAMETERS Soil Pronerties Minimum Bearing Capacity (demend): (LATER)

Minimum Shear Wave Velocity: .(LATER)

Liquefaction Potential: None (at site-specific SSE level)

Seismoloav j i

OBE Peak Ground Acceleration (PGA): 0.10 g j SSE PGA: 0.30 g SSE Response Spectra: (LATER)

SSE Time History: (LATER)

1. Probable maximum flood level (PMF), as defined in ANSI /ANS-2.8, " Determining Design Basis Flooding at Power Reactor Sites." <
2. 50-year recurrence interval; value to be utilized for design of non-safety-related structures only.
3. 100-year recurrence interval; value to be utilized for design of safety-related structures only.  !
4. 1,000,000-year tornado recurrence interval, with associated I parameters based on ANSI /ANS-2.3. Pressure effects {

associated with potential offsite explosions are assumed to {'

be non-controlling for the design.

5. Free-field, at plant grade elevation. j O

Amendment D September 30, 1988

CESSAR EEWicuin (a3 2.1 GEOGRAPHY AND DEMOURAPHY 2.1.1 SITE LOCATION AND DESCRIPTION 2.1.1.1 Site Location No specific assumptions were employed in the evaluation of the D System 80+ design.

2.1.1.2 Site Area Map I

No specific assumptions were employed in the evaluation of the j D

l System 80+ design. j 1 .;

2.1.1.3 Boundaries for Establishing Effluent Release Limits (This information to be supplied when Chapter 15 is submitted.) D i

2.1.2 EXCLUSION AREA AUTHORITY AND CONTROL No specific assumptions were employed in the evaluation of th D

System 80+ design.

2.1.3 POPULATION DISTRIBUTION No specific assumptions were employed in the evaluation of the  ;

System 80+ design. D j

2.1.3.1 PoDulaticu Within Ten Miles No specific assumptions were employed in the evaluation of the l D

System 80+ design. j i

2.1.3.2 Population Between 10 and 50 Miles 1 No specific assumptions were employed in the evaluation of the D

System 80+ design. 4 1

2.1.3.3 Transient Population No specific assumptions were employed in the evaluation of the i System 80+ design. D I

Low Population Zone 2.1.3.4 No specific assumptions were employed in the evaluation of the System 80+ design. 0 l 1 Amendment D 2.1-1 September 30, 1988

CESSAR innncarion O

2.1.3.5 P9pulation center No specific assumptions were employed in the evaluation of the D System 80+ design.

2.1.3.6 Population Density No specific assumptior3 were employed in the evaluation of the D

system 80+ design.

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e Amendment D 2.1-2 September 30, 1988

CESSAR ENGnCATION O

2.2 NEARBY INDUSTRIAL, TRANSPORTATION AND MILITARY FACILITIES As indicated in Table 2.0-1, pressure effects and missile spectra associated with the design tornado are considered to be controlling. The site operator will perform an evaluation to assure that this assumption is not violated for the specific site D selected or will perform additional analysis for any potential hazards that are more limiting than the parameters given in Table 2.u-1. The results of this evaluation and any required analyses will be included in the site-specific SAR.

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Amendment D 2.2-1 September 30, 1988

CESSAR!a h ms _ . _ _ _ - -

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2:3 1{f,if10BOLOGY 2.3.1 REGICNAL CI,THATOIAGY As specified in Table 2.0-1. D 2.3.2 LOCAL X47EOFOLOGY No npecific assumptions were employed in the evaluation of the D

Syntam 80+ design.

2.3.3 O!; site MBfEOROLOGICAL MEASUREM2MW PROGRAMS Ho specific nScumptions were employed in the ev81uation of the System 80+ design. D 2.3,4 SHORT TEPu {,iCO QENT) DIFPUSION ESTIMATES (X/Q)

(This information to th cupplied when Chapter 15 is submitted.)

lD 2.3.5 LONG TERM (ROUTINB) DIFFUSION ESTIMATES (X/Q)

(This information to be supplied when Chapter 15 is submitted.) D k

Amendment D j 2.3-1 September 30, 1988 L

C E S S A R n aincy,o,,

i 2.4 BYDROLOGIC ENGINEERING l

As specified in Table 2.0-1.

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Amendment D 2.4-1 September 30, 1988 f

CESSAR 8lninemou O

2.5 GEOLOGY, SEIBMOLOGY, AND GEOTECHNICAL ENGINEERING (This information to be supplied when Section 3.7 is submitted.) D O

O Amendment D 2.5-1 September 30, 1988

mrajIfl 6 l STANDARD DESIGN x%  ;

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