Document: NUREG-0800
Document ID: 1121c8ce-ab70-416c-9784-421014a1b25b
Document Type: srp
Title: SEISMIC DESIGN PARAMETERS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1419/ML14198A460.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.1
CFR Part: 
CFR Title: 

Content:
OL referencing an ESP as it relates to information sufficient to demonstrate that the design of the facility falls within the site characteristics and design parameters specified in the ESP. 6. 10 CFR 52.79(d)(1) for a COL referencing a DC as it relates to information sufficient to demonstrate that the characteristics of the site fall within the site parameters specified in the DC. 7. 10 CFR 52.80(a), which requires that a COL application contain the proposed inspections, tests, and analyses, including those applicable to emergency planning, that the licensee shall perform, and the acceptance criteria that are necessary and sufficient to provide reasonable assurance that, if the inspections, tests, and analyses are performed and the acceptance criteria met, the facility has been constructed and will operate in conformity with the COL, the provisions of the Atomic Energy Act, Commission’s rules and regulations. SRP Acceptance Criteria Specific SRP acceptance criteria acceptable to meet the relevant requirements of the Commission’s regulations identified above are as follows for the review described in this SRP section. The SRP is not a substitute for the Commission’s regulations, and compliance with it is not required. However, an applicant is required to identify differences between this SRP section and the design features, analytical techniques, and procedural measures proposed for the facility, and discussing how the proposed alternatives provide acceptable methods of complying with the regulations that underlie the SRP acceptance criteria. 1. Design Ground Motion A. Design Response Spectra. The site-specific FIRS and PBSRS reviewed under this SRP section are determined as free-field outcrop motions at the foundation and surface level. FIRS and associated deterministic soil profiles developed using the PBSRS to meet the performance goal will establish the design basis for the site-specific SSI analysis; this design basis is developed using the guidance