ML20090J848

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Chapter 2 of RESAR-SP/90 Westinghouse Advanced PWR Module 3, Introduction & Site, Site Characteristics
ML20090J848
Person / Time
Site: 05000601
Issue date: 03/31/1984
From:
WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML19269A137 List:
References
NUDOCS 8405230323
Download: ML20090J848 (7)


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2.0 SITE CHARACTERISTICS The HAPWR NPB is a standard design intended to be applicable at a wide range of sites. Major structures, equipment and layout will be standardized. Sup-I ports and other miscellaneous structures will be standardized to the extent practicable; however, due to the wide range of potential site conditions and the resulting frequency content of the seismic input it may be necessary to modify support locations to avoid the resonant conditions between the distri-butive systems and the soil-structure system.

2.1 GEOGRAPHY AND DEMOGRAPHY 2.1.1 Site location and Description i

2.1.1.1 Specification of location Refer to the plant specific applicant's safety analysis report for a discus-t sion of the site location.

2.1.1.2 Site Area Mao Refer to the plant specific applicant's safety analysis report for a map of

! the site area.

1 2.1.1.3 Boundaries for Establishina Effluent Release limits Figure 2.1-1 shows the range of site boundary distances at Westinghouse designed PWR sites either operating, under construction or proposed. Refer to the plant specific applicant's safety analysis report for a discussion of the boundary lines of the restricted area of the site.

2.1.2 Exclusion Area Authority and Control Refer to the plant specific applicant's safety analysis report for a discus-sion of the applicant's exclusion area authority and control. <

  • 8405230323 040516 PDR ADOCK 05000601 K PDR 2 .1 -1 MARCH, 1984 WAPWR-I&S 0467e:10/ .

2.1.3 Population Distribution Refer to RESAR-SP/90 PDA Module 16, "PRA/ Severe Accidents" for the population distribution of the site and surrounding areas which is used for the WAPWR J Probabilistic Risk Assessment (PRA) analysis. It is the plant specific appli-cant's responsibility to confirm that they meet the population distribution requirements.

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WESTINGHOUSE PWR SITES.

O MARCH,19814 MANR-IAS 1 .

O 2.2 NEARBY INDUSTRIAL. TRANSPORTATION. AND MILITARY FACILITIES Refer to the plant specific applicant's safety analysis report for a discus-4 sion of industrial, transportation, and military facilities that are in the vicinity of the site. See Appendix 2A of this module for interface require-ments relative to accidents external to the plant.  !

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WAPWR-I&S 2.2 1 MARCH, M84 6467e:10/

O 2 .3 METEOROLOGY ,

'2.3.1 Regional Climatoloav Refer to the plant specific applicant's safety analysis report for a discus-sion of the regional climatology of the site and its surrounding areas.

2.3.2 Local Meteoroloav Refer to the plant specific applicant's safety analysis report for a discus-sion of the local meteorology of the site and its surrounding areas.

2.3.3 Onsite Meteoroloaical Measurements Procram Refer to the plant specific applicant's safety analysis report for a discus-sion of the preoperational and operational programs for meteorological meas-urements at the site.

. 2.3.4 Short-Term Diffusion Estimates .

Refer to the plant specific applicant's safety analysis report for a discus-sion of conservative and realistic short-term estimates of atmospheric dif-l fusion at the site.

2.3.5 Lona-Term Diffusion Estimates O Refer to the plant specific applicant's safety analysis report for a discus-sion of realistic long-term estimates of annual average atmospheric transport

, and diffusion characteristics at the site, i

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MAPWR-I&S 2.3-1 PARCH, 1984 j 0467e:10/

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3 2.4 HYORAULIC ENGINEERING I

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sion of the hydrological characteristics of the site.

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WAPWR-I&S 2.4-l MARCH, 1984

2.5 GEOLOGY. SEISMOLOGY. AND GEOTECHNICAL ENGINEERING 2.5.1 Basic Geoloaic and Seismic Information Refer to the plant specific applicant's safety analysis report for a discus-sion of basic site geologic and seismic information.

2.5.2 Vibratory Ground Motion Refer to the plant specific applicant's safety analysis report for a discus-l

sion of the seismic des'agn basis for vibratory ground motion at the site.

I Appendix 2A includes an interface statement concerning the acceptable envelope response spectra for RESAR-SP/90 supplied equipment.

2.5.3 Surface Faultina Refer to the plant specific applicant's safety analysis report for a discus-l O sion of surface faulting at the site.

l Stability of Subsurface Materia'Is and Foundations 2.5.4 l

Refer to the plant specific applicant's safety analysis report for a discus-sion of the conditions and engineering properties of subsurface materials at the site.

2.5.5 Stability of Slopes O

Refer to the plant specific applicant's safety analysis report for a discus-sion of the static and dynamic stability of slopes at the site.

O 2 .5.6 Embankments and Dams

,- Refer to the plant specific applicant's safety analysis report for a discus-sion of site embankments and dams.

O WAPWR-I&S 2.5-1 MARCH, 1984 0467e:lD/ ,