ML12144A010: Difference between revisions

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| number = ML12144A010
| number = ML12144A010
| issue date = 05/22/2012
| issue date = 05/22/2012
| title = Acceptance Review Determination: CR-3 - Relief Request #12-001-MX for Option to Use ASME Code Case N-791 for Containment Repair
| title = NRR E-mail Capture - Acceptance Review Determination: CR-3 - Relief Request #12-001-MX for Option to Use ASME Code Case N-791 for Containment Repair
| author name = Saba F
| author name = Saba F
| author affiliation = NRC/NRR/DORL
| author affiliation = NRC/NRR/DORL

Latest revision as of 20:33, 5 December 2019

NRR E-mail Capture - Acceptance Review Determination: CR-3 - Relief Request #12-001-MX for Option to Use ASME Code Case N-791 for Containment Repair
ML12144A010
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 05/22/2012
From: Farideh Saba
Division of Operating Reactor Licensing
To: Westcott D
Progress Energy Co
References
TAC ME8507
Download: ML12144A010 (2)


Text

NRR-PMDAPEm Resource From: Saba, Farideh Sent: Tuesday, May 22, 2012 8:58 AM To: Westcott, Daniel Cc: Lingam, Siva

Subject:

Acceptance Review Determination: CR Relief Request #12-001-MX for Option to Use ASME Code Case N-791 for Containment Repair (TAC ME8507)

Dan, The NRC staff completed the LIC-109 acceptance review of the Relief Request (RR) 12-001-MX, Revision 0, submitted by Florida Power Corporation by letter No. 3F0412-08 dated April 30, 2012 (ML12124A067). The licensee has submitted the request, for the fourth 10-year ISI interval (second 10-year containment ISI interval) for Crystal River Unit 3 Nuclear Generating Plant (CR-3), pursuant to 10 CFR 50.55a(a)(3)(i), on the basis that the proposed alternative for rebar splicing provides an acceptable level of quality and safety,. RR 12-001-MX, Revision 0, requests NRCs approval to use ASME Code Case N-791, Shear Screw and Sleeve Splices, as an option for reinforcement splicing for the CR-3 delaminated containment repair as an alternative to the provisions IWL-4230 Reinforcing Steel which requires rebar to be corrected by any method permitted by the original Construction Code or ASME Section III, Division 2.

Based on the criteria in Appendix B, Guide for Performing Acceptance Reviews, as addressed in Section 3.1.2, Technical Staff Criteria, and Section 3.2.3, Acceptable for Review of the LIC-109 Acceptance Review Procedure, Revision 1, the NRC staff finds that the relief request includes sufficient information for the staff to proceed in conducting a detailed technical review. However, there may be potential areas where additional information may be needed, which will be addressed by the RAI process during the detailed review.

Farideh E. Saba, P.E.

Senior Project Manager NRC/ADRO/NRR/DORL 301-415-1447 Mail Stop O-8G9A Farideh.Saba@NRC.GOV 1

Hearing Identifier: NRR_PMDA Email Number: 381 Mail Envelope Properties (Farideh.Saba@nrc.gov20120522085700)

Subject:

Acceptance Review Determination: CR Relief Request #12-001-MX for Option to Use ASME Code Case N-791 for Containment Repair (TAC ME8507)

Sent Date: 5/22/2012 8:57:56 AM Received Date: 5/22/2012 8:57:00 AM From: Saba, Farideh Created By: Farideh.Saba@nrc.gov Recipients:

"Lingam, Siva" <Siva.Lingam@nrc.gov>

Tracking Status: None "Westcott, Daniel" <Daniel.Westcott@pgnmail.com>

Tracking Status: None Post Office:

Files Size Date & Time MESSAGE 1661 5/22/2012 8:57:00 AM Options Priority: Standard Return Notification: No Reply Requested: Yes Sensitivity: Normal Expiration Date:

Recipients Received: