Document: NUREG-0800
Document ID: 2d2b9404-d124-483c-971a-a8f564048299
Document Type: srp
Title: SEISMIC DESIGN PARAMETERS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0706/ML070640306.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.1
CFR Part: 
CFR Title: 

Content:
on (DC) and combined license (COL) reviews, the staff reviews the applicant's proposed ITAAC associated with the SSCs (if any are identified related to this SRP section) in accordance with SRP Section 14.3, "Inspections, Tests, Analyses, and Acceptance Criteria." The staff recognizes that the review of ITAAC cannot be completed until after the rest of this portion of the application has been reviewed against acceptance criteria contained in this SRP 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. 1Additional supporting information of prior DC rules may be found in DCD Tier 2 Section 14.3. 3.7.1-5 Revision 3 - March 2007 6. 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). 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, and shear wave velocity values. Review Interfaces Other SRP sections interface with this section as follows: 1. Review of geological and seismological information to establish the free-field ground motion is performed under SRP Sections 2.5.1 through 2.5.3. 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. 3. The seismic system analysis which utilizes the design earthquake ground motion developed