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:
RP section. Furthermore, the staff reviews the ITAAC to ensure that all SSCs in this area of review are identified and addressed as appropriate in accordance with SRP Section 14.3. 6. COL Action Items and Certification Requirements and Restrictions. For a DC application, the review also addresses COL action items, requirements, and restrictions (e.g., interface requirements and site parameters). For a COL application referencing a DC or ESP, a COL applicant must address COL action items (referred to as COL license information in certain DCs) included in the referenced DC or ESP. Additionally, a COL applicant must address requirements and restrictions (e.g., interface requirements, site parameters, and permit conditions) included in the referenced DC or ESP. COL action items related to seismic design parameters include soil layering assumptions used in the certified design, range of soil parameters considered, and shear wave velocity values. Review Interfaces The reviewer should consider other SRP sections which interface with this SRP section as appropriate in the safety evaluation to ensure the technical consistency of the reviews across SRP sections. The SRP sections interfacing with this SRP section are described as follows: 1. Review of geological and seismological information to establish the free-field ground motion is performed under SRP Section 2.5.1, “Basic Geologic and Seismic Information,” through SRP Section 2.5.3, “Surface Faulting.” 2. The geotechnical parameters and methods employed in the analysis of free field soil media and the soil properties are reviewed under SRP Section 2.5.4, “Stability of Subsurface Materials and Foundations.” 3. The seismic system analysis which utilizes the design ground motion developed in this SRP section is reviewed under SRP Section 3.7.2. 4. The seismic subsystem analysis for some components (e.g., buried piping, tunnels, and atmospheric tanks), which utilize the design ground motion developed in this SRP