05000263/FIN-2009007-02: Difference between revisions
Jump to navigation
Jump to search
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 13: | Line 13: | ||
| identified by = NRC | | identified by = NRC | ||
| Inspection procedure = IP 71111.21 | | Inspection procedure = IP 71111.21 | ||
| Inspector = A Dunlop, A Stone, C Brown, H Campbell, J Bozga, L Jones, M Munir, N Feliz, | | Inspector = A Dunlop, A Stone, C Brown, H Campbell, J Bozga, L Jones, M Munir, N Feliz Adomo, S Kobylarza, Stonec Brown, H Campbell, J Bozga, L Jones, M Munir, N Adorno, S Edmonds, S Kobylarz, A Dunlop | ||
| CCA = P.2 | | CCA = P.2 | ||
| INPO aspect = PI.2 | | INPO aspect = PI.2 | ||
| description = The inspectors identified an NCV of 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Action, having very low safety-significance for the failure to restore the emergency service water (ESW) piping supports to their design specifications. Specifically, although the licensee identified the existence of gaps between the ESW piping supports and the baseplates, the licensee failed to recognize that this condition did not meet seismic Category 1 design basis requirements. As a result, corrective actions were not implemented. The licensee entered this issue into its corrective action program and restored the supports to their design specifications. | | description = The inspectors identified an NCV of 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Action, having very low safety-significance for the failure to restore the emergency service water (ESW) piping supports to their design specifications. Specifically, although the licensee identified the existence of gaps between the ESW piping supports and the baseplates, the licensee failed to recognize that this condition did not meet seismic Category 1 design basis requirements. As a result, corrective actions were not implemented. The licensee entered this issue into its corrective action program and restored the supports to their design specifications. | ||
}} | }} | ||
Latest revision as of 19:39, 20 February 2018
| Site: | Monticello  |
|---|---|
| Report | IR 05000263/2009007 Section 1R21 |
| Date counted | Dec 31, 2009 (2009Q4) |
| Type: | NCV: Green |
| cornerstone | Mitigating Systems |
| Identified by: | NRC identified |
| Inspection Procedure: | IP 71111.21 |
| Inspectors (proximate) | A Dunlop A Stone C Brown H Campbell J Bozga L Jones M Munir N Feliz Adomo S Kobylarza Stonec Brown H Campbell J Bozga L Jones M Munir N Adorno S Edmonds S Kobylarz A Dunlop |
| CCA | P.2, Evaluation |
| INPO aspect | PI.2 |
| Finding closed by | |
| IR 05000263/2009007 (6 January 2010) | |
| ' | |