Document: NUREG-0800
Document ID: d4d0e6e4-7a83-4668-8394-54672bdc0bc4
Document Type: srp
Title: and 3.2.2.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.2.1
CFR Part: 
CFR Title: 

Content:
r construction techniques are reviewed and evaluated to assure that there will be no degradation of struc- tural quality that might affect the structural integrity of the containment, the liner plate, and its anchorage system. 7. Testing and Inservice Surveillance Requirements The initial structural overpressure test program is reviewed and compared with that indicated as acceptable in subsection II.7 of this SRP section. Proposed deviations are considered on a case-by-case basis. Inservice surveillance programs, particularly for the prestressing tendons, if any, as presented in the Technical Specifications of the Operating License, are similarly reviewed. IV. EVALUATION FINDINGS The reviewer verifies that sufficient information has been provided to satisfy the requirements of this SRP section, and concludes that his evaluation is sufficiently complete and adequate to support the following type of conclusive statement to be included in the staff's Safety Evaluation Report: The staff concludes that the design of the concrete containment is acceptable and meets the relevant requirements of 10 CFR Part 50, §50.55a, and General Design Criteria 1, 2, 4, 16, and 50. This conclusion is based on the following: 1. The applicant has met the requirements of Section 50.55a and GDC 1 with respect to assuring that the concrete containment is designed, fabricated, erected, contracted, tested and inspected 3.8.1-14 Rev. 1 - July 1981 to quality standards commensurate with its safety function to be performed by meeting the guidelines of regulatory guides and industry standards indicated below. 2. The applicant has met the requirements of GDC 2 by designing the concrete containment to withstand the most severe earthquake that has been established for the site with sufficient margin and the combinations of the effects of normal and accident condition with the effects of environmental loadings such as earthquakes and other natural phenomena. 3. The applicant has met the requirements