Document: NUREG-0800
Document ID: 791dfc73-1a98-485f-a0c2-c02790f00284
Document Type: srp
Title: VIBRATORY GROUND MOTION
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0707/ML070730593.pdf
Revision Date: 2023-06
Chapter: 2
Section ID: 2.5.2
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CFR Title: 

Content:
nformation is dependent on whether the application references an ESP, a DC, both or neither. Information requirements are prescribed within the “Contents of Application” sections of the applicable Subparts to 10 CFR Part 52. Review Interfaces Other SRP sections interface with this section as follows: 1. The geotechnical engineering aspects of the site and the models and methods employed in the analysis of soil and foundation response to the ground motion environment are reviewed under SRP Section 2.5.4. 2. The results of the geosciences review are used in SRP Sections 2.4.6 (“Probable Maximum Tsunami Flooding”) and 3.7.1 (“Seismic Design Parameters”). 1 Additional supporting information of prior DC rules may be found in DCD Tier 2 Section 14.3. 2.5.2-3 Revision 4 - March 2007 3. For DC applications and COL applications referencing a DC rule or DC application, review of the site parameters in the Design Control Document (DCD) Tier 1 and Chapter 2 of the DCD Tier 21 submitted by the applicant is performed under SRP Section 2.0, “Site Characteristics and Site Parameters.” Review of site characteristics and site- related design parameters in ESP applications or in COL applications referencing an ESP is also performed under Section 2.0. The specific acceptance criteria and review procedures are contained in the referenced SRP sections. II. ACCEPTANCE CRITERIA Requirements Acceptance criteria are based on meeting the relevant requirements of the following Commission regulations: 1. 10 CFR Part 100, “Reactor Site Criteria," as it relates to the evaluation of the suitability of proposed sites for nuclear power and test reactors. 2. 10 CFR 100.23, “Geologic and Seismic Siting Factors," requires the applicant to determine the SSE and its uncertainty, the potential for surface tectonic and nontectonic deformations, the design bases for seismically induced floods and water waves, and other design conditions. 3. 10 CFR Part 50, Appendix A, General Design