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:
ic and tectonic characteristics of the site and region (Subsection 2.5.2.2) 3. Correlation of earthquake activity with seismic sources (Subsection 2.5.2.3) 4. Probabilistic seismic hazard analysis and controlling earthquakes (Subsection 2.5.2.4) 5. Seismic wave transmission characteristics of the site (Subsection 2.5.2.5) 6. Site-specific ground motion response spectra (Subsection 2.5.2.6) Additional information will be presented dependent on the type of application. For a COL application, the additional information is dependent on whether the application references an 2.5.2-3 Draft Revision 5 – 2013 ESP, a DC, both or neither. Information content requirements are prescribed within the “Contents of Application” sections of the applicable Subparts to 10 CFR Part 52 and RG 1.206. COL Action Items and Certification Requirements and Restrictions. For a DC application, the review will also address COL action items and requirements and restrictions (e.g., interface requirements and site parameters). A COL applicant referencing a DC must address COL action items (referred to as COL license information in certain DCs) included in the referenced DC. Additionally, a COL applicant must address requirements and restrictions (e.g., interface requirements and site parameters) included in the referenced DC. Review Interfaces Other SRP sections interface with this section as follows: 1. Basic geologic and seismic information reviewed under SRP Section 2.5.1. 2. Potential for future seismic surface deformation within the site vicinity reviewed under SRP Section 2.5.3. 3. Stability of subsurface materials and foundations and the geotechnical engineering aspects of the site are reviewed under SRP Section 2.5.4. 4. Probable maximum tsunami hazards reviewed under SRP Section 2.4.6. 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