Letter Sequence Approval |
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MONTHYEARAECM-81-333, Forwards Responses to Structural Engineering Branch 810827 Request for Addl Info.Attachment 4 Re Masonry Walls Supersedes 810824 Response1981-08-28028 August 1981 Forwards Responses to Structural Engineering Branch 810827 Request for Addl Info.Attachment 4 Re Masonry Walls Supersedes 810824 Response Project stage: Request AECM-82-491, Forwards Info Re Monitoring Trend Analysis Program Per Commitment to Summarize Vibration Monitoring Analysis Program for Deep Draft Pump Reliability Per SER Section 1.10 (13)1982-10-18018 October 1982 Forwards Info Re Monitoring Trend Analysis Program Per Commitment to Summarize Vibration Monitoring Analysis Program for Deep Draft Pump Reliability Per SER Section 1.10 (13) Project stage: Draft Other AECM-82-574, Forwards Balance of Info to Close Humphrey Containment Concerns,Including Evaluation Rept on Modified SOLA-VOF Code & Survey of Tests & Analyses on Effectiveness of RHR Sys in Pool-Cooling Mode & Proprietary Figures 18 - 251982-12-0303 December 1982 Forwards Balance of Info to Close Humphrey Containment Concerns,Including Evaluation Rept on Modified SOLA-VOF Code & Survey of Tests & Analyses on Effectiveness of RHR Sys in Pool-Cooling Mode & Proprietary Figures 18 - 25 Project stage: Request AECM-82-641, Discusses Status of Containment Concerns.Final Rept from Containment Issues Review Panel Will Be Submitted by Mar 1983.Responses to Consultants Delayed Due to Reallocation of Technical Resources1982-12-31031 December 1982 Discusses Status of Containment Concerns.Final Rept from Containment Issues Review Panel Will Be Submitted by Mar 1983.Responses to Consultants Delayed Due to Reallocation of Technical Resources Project stage: Other ML20083P6321983-01-28028 January 1983 Forwards Responses to NRC Informal Questions Re IE Bulletin 80-11, Masonry Walls. All Load Combinations in Design Criteria,Including Obe,Sse & Tornado Depressurization,Addressed Project stage: Other AECM-83-0040, Submits Info Re Deep Draft Pumps Trending Analysis,Humphrey Containment Concerns & Masonry Wall Design & Const,Per Supplemental Ser,In Response to NRC 830112 Request1983-02-25025 February 1983 Submits Info Re Deep Draft Pumps Trending Analysis,Humphrey Containment Concerns & Masonry Wall Design & Const,Per Supplemental Ser,In Response to NRC 830112 Request AECM-83-0233, Forwards Corrected Providing Update to 830128 & s Re Category I Masonry Walls & Temp Monitoring in HPCS Diesel Generator Room1983-04-13013 April 1983 Forwards Corrected Providing Update to 830128 & s Re Category I Masonry Walls & Temp Monitoring in HPCS Diesel Generator Room Project stage: Other AECM-83-0732, Responds to Questions Raised During Special Safety Insp on 830322-25 Re IE Bulletin 80-11 That Three Mortar Cube Compression Tests Did Not Meet Min Compressive Strength Requirements.Structural Integrity Unimpaired1983-12-30030 December 1983 Responds to Questions Raised During Special Safety Insp on 830322-25 Re IE Bulletin 80-11 That Three Mortar Cube Compression Tests Did Not Meet Min Compressive Strength Requirements.Structural Integrity Unimpaired Project stage: Other ML20209J0671985-11-0404 November 1985 Safety Evaluation Re Util 820119,830128 & 0413 Responses to IE Bulletin 80-11 on Criteria for Reevaluation of Masonry Walls & Mods.Licensee Fulfilled Requirements of License Condition 2.C.(9) Project stage: Approval ML20209J0571985-11-0404 November 1985 Forwards Safety Evaluation Re Util 820119,830128 & 0413 Responses to IE Bulletin 80-11 on Criteria for Reevaluation of Masonry Walls & Mods.Reevaluation Criteria Acceptable Project stage: Approval ML20207E0711986-07-16016 July 1986 Requests Payment of Fees for Encl List of Applications,Per 10CFR170.Portion of 850128 Application Re Seismic Qualification of Equipment Will Be Billed Separately,Based on 840620 Rev to 10CFR170 Project stage: Other 1983-01-28
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Safety Evaluation Re Util 820119,830128 & 0413 Responses to IE Bulletin 80-11 on Criteria for Reevaluation of Masonry Walls & Mods.Licensee Fulfilled Requirements of License Condition 2.C.(9)| ML20209J067 |
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| Site: |
Grand Gulf  |
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| Issue date: |
11/04/1985 |
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| From: |
NRC |
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| To: |
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| Shared Package |
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| ML20209J061 |
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| References |
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| IEB-80-11, TAC-49996, NUDOCS 8511110343 |
| Download: ML20209J067 (2) |
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SAFETY EVALUATION MASONRY WALLS GRAND GULF NUCLEAR STATION, UNITS 1 AND 2 The license condition 2.C.(9) requires that prior to startup following the first refueling outage, MP&L shall complete structural modifications, if required, as a result of the NRC staff's completion of its review of the MP&L responses,to IE Bulletin 80-11.
By letter dated January 28, 1983 and April 13, 1983, the licensee provided additional information evaluating th'e Grand Gulf masonry wall reevaluation
[
s 1
j criteria with the staff acceptance criteria delineated in SRP Section 3.8.4, 1
Appendix D.
Based on the review of this information the staff finds that the
,s
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GrandGulfreevaluationcriteriameetdheintentofthestaffacceptance s'
s criteria.
s However, the Inspection' Peport Nos. 50-416/83-12 and 50-417/83-04, dated April 14, 1983, ident'ified discrepancies between modificatiens indicated on design drawings and as-built modifications for some walls.
In addition, it was also noted that actual material strength was below the specified strength in some
(
- i cases. In the follow-up inspection (see Inspection Report No. 50-416/83-36, dated August 22,1983) the licensee efforts to reconcile as-built modifications were reviewed and found acceptable. These efforts involved ;
evaluation of as-built modifications and revision of the design drawings d
0 design calculations as required. The licensee also reanalyzed control
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t 8511110343 951104 DR ADOCK O 6
2_
building wills using the lower material strength.
In the Inspection Report No. 50-416/83-41 dated October 19, 1983, it was confirmed th'at additional walls affected by the. lower material strength were also reanalyzed. Subsequently, the staff confirmed that in both of the inspections related activities the criteria used by the licensee were consistent with the staff's acceptance criteria as noted previously.
Based on the above review findings, and the fact that the licensee has completed all necessary modifications,' the staff concludes that the licensee has fulfilled the requirements of the license condition 2.C.(9) and the issues regarding the masonry walls at the Grand Gulf units are resolved.
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