ML110540449

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Request for Additional Information, Round 2, Relief Request RR-12 from ASME Code Case N-722 Visual Examination Requirements for 4th 10-Year Inservice Inspection Interval
ML110540449
Person / Time
Site: Fort Calhoun Omaha Public Power District icon.png
Issue date: 02/23/2011
From:
Plant Licensing Branch IV
To:
Wilkins, L E, NRR/DORL/LPL4, 415-1377
Shared Package
ML110540449 List:
References
TAC ME4541
Download: ML110540449 (2)


Text

ENCLOSURE SECOND REQUEST FOR ADDITIONAL INFORMATION REQUEST FOR RELIEF FROM ASME CODE CASE N-722 REQUIREMENTS FOR VISUAL EXAMINATION OF REACTOR VESSEL HOT LEG NOZZLE TO SAFE END WELDS OMAHA PUBLIC POWER DISTRICT, FORT CALHOUN STATION, UNIT NO. 1, DOCKET NO. 50-285 By letter dated August 16, 2010 as supplemented by letter dated January 14, 2011 (Agencywide Documents Access and Management System (ADAMS) Accession Nos. ML102300641 and ML110200193), Omaha Public Power District (the licensee), proposed an alternative to 10 CFR 50.55a(g)(6)(ii)(E) for Fort Calhoun Station, Unit 1. This requirement defines the inservice inspection frequency of visual examination of the reactor vessel hot leg nozzle to safe end welds in accordance with American Society of Mechanical Engineers Boiler and Pressure Vessel Code Case N-722, Additional Examinations for PWR Pressure Retaining Welds in Class 1 Components Fabricated With Alloy 600/82/182 Materials, with NRC conditions. The duration of request is for the fourth 10-year ISI interval which ends on September 25, 2013.

The NRC staff has reviewed and evaluated the information provided by the licensee and has determined that the following information is needed in order to complete its review of the relief request.

1. In Reference 8.a of the Attachment to the August 16, 2010 letter, the as built dimension of the Nozzle Extension Forging (a.k.a. safe end) is not provided. The drawing identifies a distance much larger than assumed in the analysis under Ref 9, 10 and 11.

Provide the basis for the distance between the dissimilar metal weld and stainless steel weld used in the analysis.

2. It appears from Ref 6 of the Attachment to the August 16, 2010 letter, that the post EPU loads used in the analysis as documented in Table 3-3 were not conservative. Loop 2 loads appear to be used for Deadweight + Normal Operating Thermal, and Loop 1 values were used for Operational Basis Earthquake and Safe Shutdown Earthquake.

However, initial review of Reference 6 indicates the values calculated for the other Loop in each case were higher.

State the basis for using minimum Loop loading values in Table 3-3 of the Attachment to the August 16, 2010 letter.

3. Figures 18 and 19 of Reference 11 of the Attachment to the August 16, 2010 letter appear to be the closest stress profiles to the one used to develop Figure 4-1 of the submittal. Figures 18 and 19 included post weld heat treatment, a 25% weld repair and a 5-13/32 inches safe end length.

Provide the basis for the differences between the analysis and results between Figures 18, 19 and 4-1. Specifically, state the basis for the reduction in magnitude of the hoop and axial stresses in the inner half thickness of the nozzle.

ENCLOSURE

4. Please, describe the post weld heat treatment procedure used after the dissimilar metal weld was fabricated.