Document: NUREG-0800
Document ID: 47d244dd-c08e-46a6-98d5-f9492747c91d
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1818/ML18183A044.pdf
Revision Date: 2023-06
Chapter: 2
Section ID: 2.5.3
CFR Part: 
CFR Title: 

Content:
cing 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. 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. 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. 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. 1 Additional supporting information of prior DC rules may be found in DCD Tier 2, Section 14.3.