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Additional info for System 80+ Standard [nucl. powerplnt] Design - Final Safety Eval Rpt Vol 1
Sample text
0 F aecv _re_,u_n_, : :: _ :: i: :: : : : i .... - _ ........................ _..... ; ................................................. ;..... _ : ! 'e... • : : ,L • __ _: _........ _ t i i ii ,) R :,. .... 0 4 .................... _........... i....... : " : .... t ....... _ : i , _ i i i i _ .... " "_ =. _. 2 of this report. The COL applicant must perform a site-specific soil column analysis to calculate response spectra at the ground surface and foundation level using the site-specific control motion and soil condition.
The COL applicant must demonstrate that no liquefaction potential exists at the SSE level for the site for soils under and around all seismic Category I structures including Category I buried pipelines, tunnels, and electrical ducts. 2 of this report. , by submitting laboratory tests, field tests, and published data). In addition, the testing methods should be documented and subject to review and approval by the staff. 8 of the final CESSAR-DC. This is acceptable. 5-1. 1 of this report. 47(a)(1)(iii) an applicant seeking design certification is required to (1) submit site parameters postulated for the design and (2) analyze and evaluate the design in terms of these parameters.
This is acceptable. acceptable. 5-1. 5-1. 3 of CESSAR-DC. This is acceptable. 5-1. 0-1 that sites with liquefaction potential at the site-specific SSE level will be excluded from consideration. The COL applicant must demonstrate that no liquefaction potential exists at the SSE level for the site for soils under and around all seismic Category I structures including Category I buried pipelines, tunnels, and electrical ducts. 2 of this report. , by submitting laboratory tests, field tests, and published data).