Document: NUREG-0800
Document ID: bef1ea40-9941-4e02-89c6-16eca69fabac
Document Type: srp
Title: FOUNDATIONS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340582.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.5
CFR Part: 
CFR Title: 

Content:
ction 11.6 of SRP Section 3.8.4. 7. Testing and Inservice Surveillance Requirements At present there are no special testing or in-service surveillance require- ments for seismic Category I foundations other than those required for the containment foundation, which are covered in subsection II.7 of SRP Section 3.8.1. However, should some requirements become necessary for special foundations, they will be reviewed on a case-by-case basis. III. REVIEW PROCEDURES The reviewer selects and emphasizes material from the review procedures described below, as may be appropriate for a particular case. 3.8.5-7 Rev. 1 - July 1981 1. Description of the Foundations After the type of foundation and its structural characteristics are identified, information on similar and previously licensed plants is obtained for reference. Such information, which is available in safety analysis reports and amendments of license applications enables identifi- cation of differences for the case under review. These differences require additional scrutiny and evaluation. New and unique features that have not been used in the past are examined in greater detail. The information furnished in the SAR is reviewed for sufficiency in accordance with the "Standard Format... "1. A decision is then made with regard to the suffi- ciency of the descriptive information provided. Any additional required information is requested from the applicant at an early stage of the review process. 2. -Applicable Codes, Standards, and Specifications The list of codes, standards, guides, and specifications is compared with the list referenced in subsection II.2 of this SRP section. The reviewer assures himself that the appropriate code or guide is used and that the applicable edition and stated effective addenda are acceptable. 3. Loads and Load Combinations The reviewer verifies that the loads and load combinations are as conservative as those referenced and specified in subsection 1I.3 of this SRP section. Any deviations