Document: NUREG-0800
Document ID: 9a241f0f-0a6b-4868-8e0c-4105d22a8e58
Document Type: srp
Title: VIBRATORY GROUND MOTION
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1230/ML12301A010.pdf
Revision Date: 2023-06
Chapter: 2
Section ID: 2.5.2
CFR Part: 
CFR Title: 

Content:
4.6. 5. Seismic design parameters described in SRP Section 3.7.1. 6. The organization responsible for quality assurance performs reviews of design, construction, and operations phase quality assurance programs under SRP Chapter 17. In addition, while conducting regulatory audits in accordance with Office Instruction NRR-LIC-111 or NRO-REG-108, “Regulatory Audits,” the technical staff might identify quality-related issues. If this occurs, the technical staff should contact the organization responsible for quality assurance to determine if an inspection should be conducted. 7. 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. 1 Additional supporting information of prior DC rules may be found in DCD Tier 2 Section 14.3. 2.5.2-4 Draft Revision 5 – 2013 8. The reviewers of SRP Chapter 19 will coordinate the review of the seismic vibratory ground motion related to the seismic risk evaluation with the reviewers of this SRP section. 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. 3. 10 CFR Part 50, Appendix A, General Design Criterion (GDC) 2 for COL applications, as it relates to