Document: NUREG-0800
Document ID: d0e0ca7a-655d-4a5c-bf19-95e3e767d891
Document Type: srp
Title: -4
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1331/ML13316C064.pdf
Revision Date: 2023-06
Chapter: 2
Section ID: 2.5.3
CFR Part: 
CFR Title: 

Content:
Revision 5 – July 2014 provided all pertinent data, including information that may support alternative interpretations to data or conclusions formed by the applicant. Review Interfaces Other SRP sections interface with this section as follows: 1. SRP Section 2.0, “Site Characteristics and Site Parameters.” For COL applications referencing a DC rule, 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. 2. SRP Section 2.5.1, “Geologic Characterization Information.” Review and acceptance of the applicant's basic data-gathering processes and findings that are presented in support of the geologic and seismic assessments, and completeness of this information, is performed under SRP Section 2.5.1 on “Geologic Characterization Information.” Information in SRP Section 2.5.3 on the potential for surface deformation, including characteristics of Quaternary-aged faults, should be consistent with information reviewed in SRP Section 2.5.1. 3. SRP Section 2.5.2, “Vibratory Ground Motion.” Review of historical earthquake data to determine the ground motion response spectra (GMRS) and probabilistic seismic hazard assessment (PSHA) is performed under SRP Section 2.5.2 on “Vibratory Ground Motion.” Information in SRP Section 2.5.3 on the potential for surface deformation, including characteristics of Quaternary-aged faults, should be consistent with information used in SRP Section 2.5.2. Particular attention should be given to new information that has the potential to affect seismic source-zones that were developed in prior investigations. 4. SRP Section 2.5.4, “Stability of Subsurface Materials and Foundations.” Review of information