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Category:CORRESPONDENCE-LETTERS
MONTHYEARDD-99-12, Informs That Time Provided by NRC Regulation within Which Commission May Act to Review DD-99-12 Has Expired.With Certificate of Svc.Served on 9910281999-10-28028 October 1999 Informs That Time Provided by NRC Regulation within Which Commission May Act to Review DD-99-12 Has Expired.With Certificate of Svc.Served on 991028 ML20217N8261999-10-25025 October 1999 Discusses Errata Re 991021 Filing of Northeast Nuclear Energy Co Answer to Request for Hearing & Petition to Intervene B17901, Submits Statement of Personal Qualification (NRC Form 398) Along with Supporting Certification of Medical Exam by Facility Licensee (NRC from 396) in Support of License Renewal for PM Miner.Encls Withheld,Per 10CFR2.790(a)(6)1999-10-18018 October 1999 Submits Statement of Personal Qualification (NRC Form 398) Along with Supporting Certification of Medical Exam by Facility Licensee (NRC from 396) in Support of License Renewal for PM Miner.Encls Withheld,Per 10CFR2.790(a)(6) B17886, Requests Permission to Utilize Code Case N-623, Deferral of Insps of Shell-to-Flange & Head-to-Flange of Reactor Vessel,Section Xi,Div 1, for Millstone Unit 21999-10-18018 October 1999 Requests Permission to Utilize Code Case N-623, Deferral of Insps of Shell-to-Flange & Head-to-Flange of Reactor Vessel,Section Xi,Div 1, for Millstone Unit 2 05000336/LER-1999-012, Forwards LER 99-012-00,re Unrecoverable CEA Misalignment Entry Into TS 3.0.3 on 990917.Commitments Made by Util Are Encl1999-10-15015 October 1999 Forwards LER 99-012-00,re Unrecoverable CEA Misalignment Entry Into TS 3.0.3 on 990917.Commitments Made by Util Are Encl B17900, Forwards Revised Assumptions Used in Fuel Handling Accident Analysis & Summary of Results.List of Regulatory Commitments Are Listed in Attachment 11999-10-14014 October 1999 Forwards Revised Assumptions Used in Fuel Handling Accident Analysis & Summary of Results.List of Regulatory Commitments Are Listed in Attachment 1 ML20217G9491999-10-14014 October 1999 Forwards Exemption from Requirements of 1-CFR50,App E, Section IV.F.2.c,re Conduct of full-participation Exercise in Sept 1999,at Plant,Units 1,2 & 3 ML20217D9671999-10-12012 October 1999 Forwards Copy of Transcript of Public Meeting Held by NRC Staff & NNECO on 990825 at Waterford,Connecticut on Decommissioning Program for Millstone,Unit 1.Without Encl ML20217D3011999-10-0707 October 1999 Forwards Request for Addl Info Re Util 990118 Request for Amend to License NPF-49 to Allow full-core Offloads to Spent Fuel Pool During Core Offloads to Spent Fuel Pool During Core Offload Events ML20217F0031999-10-0606 October 1999 Forwards Original Petition to Intervene Being Filed on Behalf of Clients,Connecticut Coalition Against Millstone & Long Island Coalition Against Millstone,Iaw Provisions of 10CFR2.714 ML20217P1201999-10-0606 October 1999 Informs NRC of Proposed Acquisition of Parent Holding Company of Central Maine & Requests NRC Concurrence,Based on Threshold Review,That Proposed Acquisition Does Not,In Fact, Constitute Transfer Subject to 10CFR50.80 B17892, Requests Withdrawal of License Amend Application Re 24-month SG Tube Insp Surveillance Extensions,Submitted in Util 950726 & s to NRC1999-10-0505 October 1999 Requests Withdrawal of License Amend Application Re 24-month SG Tube Insp Surveillance Extensions,Submitted in Util 950726 & s to NRC ML20217B4711999-10-0404 October 1999 Informs That Staff Did Not Identify Any Safety Concerns Re Licensee Proposals to Modify Commitments Made for Action Items 4.2.1,4.2.2,4.5.1 & 4.5.2 of GL 83-28 by Providing Addl Justifications or Safety Bases for Changes ML20212K1241999-10-0101 October 1999 Responds to Recent Ltrs to Chairman Jackson,Commissioners & Wd Travers,Expressing Concern Re Millstone Npps.Nrc Continues to Monitor Performace of Millstone to Ensure That Public Health & Safety,Adequately Protected ML20212J3051999-10-0101 October 1999 Discusses GL 97-06 Re Degradation of SG Internals,Dtd 971230.GL Requested Each PWR Licensee to Submit Info That Will Enable NRC Staff to Verify Whether PWR SG Internals Comply & Conform to Current Licensing Basis for Facilities ML20212L2081999-10-0101 October 1999 Responds to Recent Ltrs to President Wj Clinton,Chairman Jackson & Commissioners & Wd Travers,Expressing Concerns Re Millstone NPPs & Continued Lack of Mgt Plan for Eastern Long Island.Nrc Continues to Monitor Plant Performance ML20212J9991999-10-0101 October 1999 Responds to Recent Ltr to President Clinton,H Clinton, Chairman Jackson &/Or Wd Travers Expressing Concern Re Millstone Npps.Nrc Continues to Monitor Performance of Plant to Ensure That Public Health & Safety Adequately Protected ML20212L1971999-10-0101 October 1999 Responds to Recent Ltr to Chairman Jackson & Commissioners Expressing Concerns Re Millstone NPPs & Continued Lack of Emergency Mgt Plan for Eastern Long Island.Nrc Continues to Monitor Plant Performance to Ensure Public Health & Safety ML20212J2451999-10-0101 October 1999 Informs That Util 980807 & 990629 Responses to GL 98-01, Y2K Readiness of Computer Sys at NPPs Acceptable.Nrc Considers Subj GL to Be Closed for Units 2 &3 ML20212L1831999-10-0101 October 1999 Responds to Recent Ltr to Wd Travers Expressing Concerns Re Millstone NPPs & Continued Lack of Emergency Mgt Plan for Eastern Long Island.Nrc Continues to Monitor Performance of Millstone to Ensure Adequate Protection to Public Health ML20212L2171999-10-0101 October 1999 Responds to Recent Ltr to President Wj Clinton,Chairman Jackson & Commissioners,Wd Travers & Ferc,Expressing Concerns Re Millstone NPPs & Continued Lack of Emergency Mgt Plan for Eastern Long Island ML20217A9271999-09-30030 September 1999 Discusses Investigation Conducted at Millstone Nuclear Power Station by NRC OI Region I on 980319 to Determine If Contract Training Instructor Was Terminated for Raising Concerns About Quality of Training Matls ML20217B3221999-09-30030 September 1999 Refers to Investigation Rept 1-1997-035 Conducted at Millstone Nuclear Power Station by NRC Ofc of Investigation Field Ofc,Region I on 970915 to Determine Whether Former Health Physics Technician Discriminated Against ML20212J6621999-09-30030 September 1999 Informs of Completion of mid-cycle PPR of Units 2 & 3 on 990916.Identified Several Recent Instances in Which Condition Repts Were Not Initiated,Resulting in Untimely or Inadequate C/As.Historical Listing of Plant Issues Encl B17887, Requests Exemption from Requirements of 10CFR140.11(a)(4) Which Requires Licensees to Maintain Secondary Financial Protection Beyond Primary Layer1999-09-28028 September 1999 Requests Exemption from Requirements of 10CFR140.11(a)(4) Which Requires Licensees to Maintain Secondary Financial Protection Beyond Primary Layer ML20216J1341999-09-28028 September 1999 Ltr Contract:Task Order 49, Millstone Units 2 & 3 Employee Concerns Program Insp, Under Contract NRC-03-98-021 B17883, Forwards Mnps Unit 3 ISI Summary Rept,Cycle 6, IAW ASME Section XI,IWA-62301999-09-27027 September 1999 Forwards Mnps Unit 3 ISI Summary Rept,Cycle 6, IAW ASME Section XI,IWA-6230 B17890, Provides Response to GL 99-02, Laboratory Testing of Nuclear-Grade Activated Charcoal1999-09-27027 September 1999 Provides Response to GL 99-02, Laboratory Testing of Nuclear-Grade Activated Charcoal B17888, Informs That There No Longer Exists Need to Maintain Millstone Unit 2 SRO License for CA Hines,License SOP-10741-01,effective 9909151999-09-24024 September 1999 Informs That There No Longer Exists Need to Maintain Millstone Unit 2 SRO License for CA Hines,License SOP-10741-01,effective 990915 B17884, Forwards NRC Form 536, Operator Licensing Exam Data, for Mnps,Units 2 & 3,per Administrative Ltr 99-031999-09-24024 September 1999 Forwards NRC Form 536, Operator Licensing Exam Data, for Mnps,Units 2 & 3,per Administrative Ltr 99-03 ML20212F4961999-09-20020 September 1999 Forwards Insp Repts 50-245/99-08,50-336/99-08 & 50-423/99-08 on 990615-0809.Four Violations of NRC Requirements Occurred & Being Treated as Ncvs,Consistent with App C of Enforcement Policy 05000336/LER-1999-001, Forwards LER 99-001-00 Re Thermal Reactor Power Limit That Was Exceeded.Commitments Made by Util Encl1999-09-20020 September 1999 Forwards LER 99-001-00 Re Thermal Reactor Power Limit That Was Exceeded.Commitments Made by Util Encl B17867, Requests Relief from Requirements of 10CFR50.55a(g),IAW ASME Section XI for Millstone,Unit 3.Util Requests Relief from Performing Visual Exam of Reactor Pressure Supports to Extent Required by Code for Class 1 Supports1999-09-17017 September 1999 Requests Relief from Requirements of 10CFR50.55a(g),IAW ASME Section XI for Millstone,Unit 3.Util Requests Relief from Performing Visual Exam of Reactor Pressure Supports to Extent Required by Code for Class 1 Supports B17865, Provides NRC Staff with Updated Proposed Rev of FSAR Section 14.6.3, Radiological Consequences of SG Tube Failure. Updated Proposed Rev Will Replace Info Provided in Attachment 3 of Initial Submittal1999-09-16016 September 1999 Provides NRC Staff with Updated Proposed Rev of FSAR Section 14.6.3, Radiological Consequences of SG Tube Failure. Updated Proposed Rev Will Replace Info Provided in Attachment 3 of Initial Submittal B17876, Informs That Util Will Adopt Last Approved Northeast Util QA Program (Nuqap) Tr,Rev 21,dtd 990630,as Unit 1 Nuqap,Per Decision to Permanently Cease Operations at Subject Plant1999-09-16016 September 1999 Informs That Util Will Adopt Last Approved Northeast Util QA Program (Nuqap) Tr,Rev 21,dtd 990630,as Unit 1 Nuqap,Per Decision to Permanently Cease Operations at Subject Plant B17882, Forwards NRC Forms 398 & 369 in Support of License Renewal for Bb Parrish,License SOP-10399-2.Encl Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Forms 398 & 369 in Support of License Renewal for Bb Parrish,License SOP-10399-2.Encl Withheld Per 10CFR2.790(a)(6) B17881, Forwards NRC Form 398 & NRC Form 396 for Le Olsen,License SOP-10398-2.Encl Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Form 398 & NRC Form 396 for Le Olsen,License SOP-10398-2.Encl Withheld Per 10CFR2.790(a)(6) B17859, Forwards up-to-date Distribution Lists for NRC Correspondence to NNECO & NUSCO.Side-bars Indicate Changes from Previous Lists Provided to NRC on 9801281999-09-15015 September 1999 Forwards up-to-date Distribution Lists for NRC Correspondence to NNECO & NUSCO.Side-bars Indicate Changes from Previous Lists Provided to NRC on 980128 B17880, Forwards NRC Form 398 & NRC Form 396 for Rf Martin,License SOP-10397-0.Encls Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Form 398 & NRC Form 396 for Rf Martin,License SOP-10397-0.Encls Withheld Per 10CFR2.790(a)(6) B17872, Informs of Election to Consolidate Previous Commitments Re Work Observation Program with Two New Programmatic Commitments Listed in Attachment 11999-09-14014 September 1999 Informs of Election to Consolidate Previous Commitments Re Work Observation Program with Two New Programmatic Commitments Listed in Attachment 1 ML20212A9011999-09-10010 September 1999 Forwards Environ Assessment & Finding of No Significant Impact Re Application for Exemption,Dtd 990803.Proposed Exemption Would Provide Relief from Requirement of 10CFR50 ML20212A3171999-09-10010 September 1999 Discusses Investigation Rept 1-1998-045 Conducted on 981112 to Determine If Former Senior Health Physics Technician Being Denied Employment at Millstone in Retaliation for Having Raised Safety Concerns in Past.Synopsis Encl B17838, Forwards Revs 34 & 35 to Physical Security Plan.Explanation of Changes Provided as Attachment 1.Without Encls1999-09-10010 September 1999 Forwards Revs 34 & 35 to Physical Security Plan.Explanation of Changes Provided as Attachment 1.Without Encls ML20212A7501999-09-10010 September 1999 Forwards Staff Requirements Memo Response,Dtd 990525,which Provides Actions NRC Plans for Continued Oversight of safety-conscious Work Environ & Employee Concerns Program ML20211J9291999-09-0303 September 1999 Forwards mark-ups & Retypes of Proposed Conforming License Changes Required in Connection with Transfers Being Sought in 990615 Application of Montaup Electric Co & New England Power Co for Transfer of Licenses & Ownership Interests ML20211K5171999-09-0202 September 1999 Expresses Appreciation for Support Provided for NRC Public Meeting on 990825 05000336/LER-1999-010, Forwards LER 99-010-00,documenting 990804 Event of Failure to Perform ASME Section XI IST on Pressurizer Relief Line Flow Control Sample Valve Following Maint Activities.List of Util Commitments Contained in Attachment 11999-09-0202 September 1999 Forwards LER 99-010-00,documenting 990804 Event of Failure to Perform ASME Section XI IST on Pressurizer Relief Line Flow Control Sample Valve Following Maint Activities.List of Util Commitments Contained in Attachment 1 ML20216H0591999-09-0202 September 1999 Responds to Re Issues Submitted by Cullen on Behalf of Several Petitioners Concerning Offsite Emergency Prepardeness for Millstone Nuclear Power Station ML20211N9241999-09-0101 September 1999 Forwards Document Classification Form for Insertion Into Emergency Planning Services Department Procedures ML20211H0741999-08-30030 August 1999 Discusses GL 92-01,Rev 1, Rv Structural Integrity, Issued by NRC on 950519 & NNECO Responses for Millstone Unit 2 & 980715.Informs That Staff Revised Info in Rvid & Released Info as Rvid Version 2 Based on Response Review 1999-09-30
[Table view] Category:INCOMING CORRESPONDENCE
MONTHYEARML20217N8261999-10-25025 October 1999 Discusses Errata Re 991021 Filing of Northeast Nuclear Energy Co Answer to Request for Hearing & Petition to Intervene B17886, Requests Permission to Utilize Code Case N-623, Deferral of Insps of Shell-to-Flange & Head-to-Flange of Reactor Vessel,Section Xi,Div 1, for Millstone Unit 21999-10-18018 October 1999 Requests Permission to Utilize Code Case N-623, Deferral of Insps of Shell-to-Flange & Head-to-Flange of Reactor Vessel,Section Xi,Div 1, for Millstone Unit 2 B17901, Submits Statement of Personal Qualification (NRC Form 398) Along with Supporting Certification of Medical Exam by Facility Licensee (NRC from 396) in Support of License Renewal for PM Miner.Encls Withheld,Per 10CFR2.790(a)(6)1999-10-18018 October 1999 Submits Statement of Personal Qualification (NRC Form 398) Along with Supporting Certification of Medical Exam by Facility Licensee (NRC from 396) in Support of License Renewal for PM Miner.Encls Withheld,Per 10CFR2.790(a)(6) 05000336/LER-1999-012, Forwards LER 99-012-00,re Unrecoverable CEA Misalignment Entry Into TS 3.0.3 on 990917.Commitments Made by Util Are Encl1999-10-15015 October 1999 Forwards LER 99-012-00,re Unrecoverable CEA Misalignment Entry Into TS 3.0.3 on 990917.Commitments Made by Util Are Encl B17900, Forwards Revised Assumptions Used in Fuel Handling Accident Analysis & Summary of Results.List of Regulatory Commitments Are Listed in Attachment 11999-10-14014 October 1999 Forwards Revised Assumptions Used in Fuel Handling Accident Analysis & Summary of Results.List of Regulatory Commitments Are Listed in Attachment 1 ML20217P1201999-10-0606 October 1999 Informs NRC of Proposed Acquisition of Parent Holding Company of Central Maine & Requests NRC Concurrence,Based on Threshold Review,That Proposed Acquisition Does Not,In Fact, Constitute Transfer Subject to 10CFR50.80 ML20217F0031999-10-0606 October 1999 Forwards Original Petition to Intervene Being Filed on Behalf of Clients,Connecticut Coalition Against Millstone & Long Island Coalition Against Millstone,Iaw Provisions of 10CFR2.714 B17892, Requests Withdrawal of License Amend Application Re 24-month SG Tube Insp Surveillance Extensions,Submitted in Util 950726 & s to NRC1999-10-0505 October 1999 Requests Withdrawal of License Amend Application Re 24-month SG Tube Insp Surveillance Extensions,Submitted in Util 950726 & s to NRC B17887, Requests Exemption from Requirements of 10CFR140.11(a)(4) Which Requires Licensees to Maintain Secondary Financial Protection Beyond Primary Layer1999-09-28028 September 1999 Requests Exemption from Requirements of 10CFR140.11(a)(4) Which Requires Licensees to Maintain Secondary Financial Protection Beyond Primary Layer B17883, Forwards Mnps Unit 3 ISI Summary Rept,Cycle 6, IAW ASME Section XI,IWA-62301999-09-27027 September 1999 Forwards Mnps Unit 3 ISI Summary Rept,Cycle 6, IAW ASME Section XI,IWA-6230 B17890, Provides Response to GL 99-02, Laboratory Testing of Nuclear-Grade Activated Charcoal1999-09-27027 September 1999 Provides Response to GL 99-02, Laboratory Testing of Nuclear-Grade Activated Charcoal B17884, Forwards NRC Form 536, Operator Licensing Exam Data, for Mnps,Units 2 & 3,per Administrative Ltr 99-031999-09-24024 September 1999 Forwards NRC Form 536, Operator Licensing Exam Data, for Mnps,Units 2 & 3,per Administrative Ltr 99-03 B17888, Informs That There No Longer Exists Need to Maintain Millstone Unit 2 SRO License for CA Hines,License SOP-10741-01,effective 9909151999-09-24024 September 1999 Informs That There No Longer Exists Need to Maintain Millstone Unit 2 SRO License for CA Hines,License SOP-10741-01,effective 990915 05000336/LER-1999-001, Forwards LER 99-001-00 Re Thermal Reactor Power Limit That Was Exceeded.Commitments Made by Util Encl1999-09-20020 September 1999 Forwards LER 99-001-00 Re Thermal Reactor Power Limit That Was Exceeded.Commitments Made by Util Encl B17867, Requests Relief from Requirements of 10CFR50.55a(g),IAW ASME Section XI for Millstone,Unit 3.Util Requests Relief from Performing Visual Exam of Reactor Pressure Supports to Extent Required by Code for Class 1 Supports1999-09-17017 September 1999 Requests Relief from Requirements of 10CFR50.55a(g),IAW ASME Section XI for Millstone,Unit 3.Util Requests Relief from Performing Visual Exam of Reactor Pressure Supports to Extent Required by Code for Class 1 Supports B17876, Informs That Util Will Adopt Last Approved Northeast Util QA Program (Nuqap) Tr,Rev 21,dtd 990630,as Unit 1 Nuqap,Per Decision to Permanently Cease Operations at Subject Plant1999-09-16016 September 1999 Informs That Util Will Adopt Last Approved Northeast Util QA Program (Nuqap) Tr,Rev 21,dtd 990630,as Unit 1 Nuqap,Per Decision to Permanently Cease Operations at Subject Plant B17865, Provides NRC Staff with Updated Proposed Rev of FSAR Section 14.6.3, Radiological Consequences of SG Tube Failure. Updated Proposed Rev Will Replace Info Provided in Attachment 3 of Initial Submittal1999-09-16016 September 1999 Provides NRC Staff with Updated Proposed Rev of FSAR Section 14.6.3, Radiological Consequences of SG Tube Failure. Updated Proposed Rev Will Replace Info Provided in Attachment 3 of Initial Submittal B17881, Forwards NRC Form 398 & NRC Form 396 for Le Olsen,License SOP-10398-2.Encl Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Form 398 & NRC Form 396 for Le Olsen,License SOP-10398-2.Encl Withheld Per 10CFR2.790(a)(6) B17880, Forwards NRC Form 398 & NRC Form 396 for Rf Martin,License SOP-10397-0.Encls Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Form 398 & NRC Form 396 for Rf Martin,License SOP-10397-0.Encls Withheld Per 10CFR2.790(a)(6) B17859, Forwards up-to-date Distribution Lists for NRC Correspondence to NNECO & NUSCO.Side-bars Indicate Changes from Previous Lists Provided to NRC on 9801281999-09-15015 September 1999 Forwards up-to-date Distribution Lists for NRC Correspondence to NNECO & NUSCO.Side-bars Indicate Changes from Previous Lists Provided to NRC on 980128 B17882, Forwards NRC Forms 398 & 369 in Support of License Renewal for Bb Parrish,License SOP-10399-2.Encl Withheld Per 10CFR2.790(a)(6)1999-09-15015 September 1999 Forwards NRC Forms 398 & 369 in Support of License Renewal for Bb Parrish,License SOP-10399-2.Encl Withheld Per 10CFR2.790(a)(6) B17872, Informs of Election to Consolidate Previous Commitments Re Work Observation Program with Two New Programmatic Commitments Listed in Attachment 11999-09-14014 September 1999 Informs of Election to Consolidate Previous Commitments Re Work Observation Program with Two New Programmatic Commitments Listed in Attachment 1 B17838, Forwards Revs 34 & 35 to Physical Security Plan.Explanation of Changes Provided as Attachment 1.Without Encls1999-09-10010 September 1999 Forwards Revs 34 & 35 to Physical Security Plan.Explanation of Changes Provided as Attachment 1.Without Encls ML20211J9291999-09-0303 September 1999 Forwards mark-ups & Retypes of Proposed Conforming License Changes Required in Connection with Transfers Being Sought in 990615 Application of Montaup Electric Co & New England Power Co for Transfer of Licenses & Ownership Interests 05000336/LER-1999-010, Forwards LER 99-010-00,documenting 990804 Event of Failure to Perform ASME Section XI IST on Pressurizer Relief Line Flow Control Sample Valve Following Maint Activities.List of Util Commitments Contained in Attachment 11999-09-0202 September 1999 Forwards LER 99-010-00,documenting 990804 Event of Failure to Perform ASME Section XI IST on Pressurizer Relief Line Flow Control Sample Valve Following Maint Activities.List of Util Commitments Contained in Attachment 1 ML20216H0591999-09-0202 September 1999 Responds to Re Issues Submitted by Cullen on Behalf of Several Petitioners Concerning Offsite Emergency Prepardeness for Millstone Nuclear Power Station ML20211N9241999-09-0101 September 1999 Forwards Document Classification Form for Insertion Into Emergency Planning Services Department Procedures B17851, Forwards Semiannual fitness-for-duty Program Performance Data for 990101-990630 for Millstone Nuclear Power Station, Units 1,2 & 3,IAW 10CFR26.71(d)1999-08-27027 August 1999 Forwards Semiannual fitness-for-duty Program Performance Data for 990101-990630 for Millstone Nuclear Power Station, Units 1,2 & 3,IAW 10CFR26.71(d) B17855, Forwards NRC Forms 398 & 396 in Support of License Renewal for SRO TE Grilley,SOP-4053-04.Encl Withheld,Per 10CFR2.7901999-08-17017 August 1999 Forwards NRC Forms 398 & 396 in Support of License Renewal for SRO TE Grilley,SOP-4053-04.Encl Withheld,Per 10CFR2.790 B17849, Forwards Second Quarter Backlog Performance Rept for 1999, Which Represents Fourth Rept on Mnps Performance Since Restart of Unit 3 & First Status Update for Unit 2.No Regulatory Commitments Are Contained in Ltr1999-08-16016 August 1999 Forwards Second Quarter Backlog Performance Rept for 1999, Which Represents Fourth Rept on Mnps Performance Since Restart of Unit 3 & First Status Update for Unit 2.No Regulatory Commitments Are Contained in Ltr B17854, Forwards Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 2,per TS 6.9.1.7.Revised Repts for May & June Also Encl Which Reflect Correct Faulty Printometer Readings1999-08-14014 August 1999 Forwards Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 2,per TS 6.9.1.7.Revised Repts for May & June Also Encl Which Reflect Correct Faulty Printometer Readings B17850, Forwards First Lhc Quarterly Assessment Rept for Assessment Performed 990621 to 990701.NNECO Taking Appropriate Actions to Address Observations in Rept1999-08-11011 August 1999 Forwards First Lhc Quarterly Assessment Rept for Assessment Performed 990621 to 990701.NNECO Taking Appropriate Actions to Address Observations in Rept B17837, Forwards COLR for Cycle 7, for Millstone Unit 3,IAW TS 6.9.1.6.Explanation of Changes to COLR Also Encl1999-08-0707 August 1999 Forwards COLR for Cycle 7, for Millstone Unit 3,IAW TS 6.9.1.6.Explanation of Changes to COLR Also Encl B17657, Requests Schedular Exemption from Emergency Plan Exercise Requirements of 10CFR50,App E,Part Iv,Section F,Paragraph 2.c.Requests That Nrc/Fema Evaluated Exercise Be Conducted in Mar 2000 Rather than Sept 19991999-08-0303 August 1999 Requests Schedular Exemption from Emergency Plan Exercise Requirements of 10CFR50,App E,Part Iv,Section F,Paragraph 2.c.Requests That Nrc/Fema Evaluated Exercise Be Conducted in Mar 2000 Rather than Sept 1999 B17845, Forwards Revised Commitment for Surveillance Scheduling & Tracking.Options for Surveillance Scheduling & Tracking Methodologies to Be Incorporated in Standardized Station Surveillance Program Are Currently Being Reconsidered1999-08-0202 August 1999 Forwards Revised Commitment for Surveillance Scheduling & Tracking.Options for Surveillance Scheduling & Tracking Methodologies to Be Incorporated in Standardized Station Surveillance Program Are Currently Being Reconsidered B17831, Informs NRC Staff That Change 3 to Rev 25 of Mnps Emergency Plan Was Implemented on 990715.Change Removes Facility Organizational Charts from Emergency Plan & Identifies Relocation to Nuqap1999-07-26026 July 1999 Informs NRC Staff That Change 3 to Rev 25 of Mnps Emergency Plan Was Implemented on 990715.Change Removes Facility Organizational Charts from Emergency Plan & Identifies Relocation to Nuqap B17834, Forwards Proprietary Revised NRC Form 398,which Certifies That SL Doboe Has Completed Eligibility Requirements for Sro,Per 10CFR55.31.Proprietary Info Withheld1999-07-20020 July 1999 Forwards Proprietary Revised NRC Form 398,which Certifies That SL Doboe Has Completed Eligibility Requirements for Sro,Per 10CFR55.31.Proprietary Info Withheld B17836, Forwards Revised NRC Form 396 & Supporting Physician Rept for Licensed Operator Restricted from Licensed Duties, Effective 990628,due to Medical Condition.Without Encl1999-07-20020 July 1999 Forwards Revised NRC Form 396 & Supporting Physician Rept for Licensed Operator Restricted from Licensed Duties, Effective 990628,due to Medical Condition.Without Encl B17811, Submits Response to NRC AL 99-02,requesting That Licensees Provide Numerical Estimates of Licensing Actions to Be Expected to Be Submitted in Fy 2000 & 20011999-07-20020 July 1999 Submits Response to NRC AL 99-02,requesting That Licensees Provide Numerical Estimates of Licensing Actions to Be Expected to Be Submitted in Fy 2000 & 2001 ML20210S9911999-07-18018 July 1999 Requests NRC Intervene for All Shareholders of New England Electric System & to Help with Merger with National Grid Group & That NRC Petition Security & Exchange Commission to Investigate Matter Relative to No Shareholder Options B17835, Forwards Rev 33 to Millstone Station Physical Security Plan, Per 10CFR50.54(p)(2).Licensee Determined That Changes Do Not Decrease Effectiveness of Plan.Rev Withheld from Public Disclosure,Per 10CFR2.790(d)(1)1999-07-16016 July 1999 Forwards Rev 33 to Millstone Station Physical Security Plan, Per 10CFR50.54(p)(2).Licensee Determined That Changes Do Not Decrease Effectiveness of Plan.Rev Withheld from Public Disclosure,Per 10CFR2.790(d)(1) B17818, Provides NRC Staff with Change to TS Bases Sections 3/4.5.2 & 3/4.5.3, ECCS Subsystems for Info Only.Change Was Reviewed & Approved by Unit 3 Plant Operations Review Committee IAW Provisions of 10CFR50.591999-07-16016 July 1999 Provides NRC Staff with Change to TS Bases Sections 3/4.5.2 & 3/4.5.3, ECCS Subsystems for Info Only.Change Was Reviewed & Approved by Unit 3 Plant Operations Review Committee IAW Provisions of 10CFR50.59 B17824, Forwards Monthly Oeprating Rept for June 1999 & Revised Monthly Operating Rept for May 1999 for Millstone Unit 21999-07-13013 July 1999 Forwards Monthly Oeprating Rept for June 1999 & Revised Monthly Operating Rept for May 1999 for Millstone Unit 2 ML20212K1701999-07-13013 July 1999 Submits Concerns Re Millstone & Continued Lack of Emergency Mgt Plan for Eastern Long Island.Nrc Should Provide Adequate Emergency Planning in Case of Radiological Accident B17816, Provides Certification That M Lettrich,Has Completed Eligibility Requirements,Per 10CFR55.31 for Operator License.Util Requests That Licensing Action Be Taken for Named Individual1999-07-0101 July 1999 Provides Certification That M Lettrich,Has Completed Eligibility Requirements,Per 10CFR55.31 for Operator License.Util Requests That Licensing Action Be Taken for Named Individual B17801, Forwards 10CFR50.59 Annual Rept for Period Jan-Dec 1998. Various Changes That Were Initiated in Previous Yrs & Completed in 1998,also Incorporated Into Annual Rept1999-06-30030 June 1999 Forwards 10CFR50.59 Annual Rept for Period Jan-Dec 1998. Various Changes That Were Initiated in Previous Yrs & Completed in 1998,also Incorporated Into Annual Rept B17819, Forwards Rev 17 to FSAR & Addendum 6 to Annual Rept.Nneco Recently Completed Review of Unit 2 Design & Licensing Bases Which Resulted in Changes to FSAR Provided in Encl 1.Encl 2 Includes Info Covering Changes Not Included in1999-06-30030 June 1999 Forwards Rev 17 to FSAR & Addendum 6 to Annual Rept.Nneco Recently Completed Review of Unit 2 Design & Licensing Bases Which Resulted in Changes to FSAR Provided in Encl 1.Encl 2 Includes Info Covering Changes Not Included in B17780, Forwards Rev 21,Change 0 to Northeast Utilities QAP (Nuqap) TR, IAW 10CFR50.54(a)(3).Changes to TR Are Shown as Text in Bold Italics1999-06-30030 June 1999 Forwards Rev 21,Change 0 to Northeast Utilities QAP (Nuqap) TR, IAW 10CFR50.54(a)(3).Changes to TR Are Shown as Text in Bold Italics B17723, Responds to NRC Request for Info Re GL 98-01, Y2K Readiness of Computer Sys at Npps. Y2K Readiness Disclosure for Units 2 & 3 Encl.Without Encl1999-06-29029 June 1999 Responds to NRC Request for Info Re GL 98-01, Y2K Readiness of Computer Sys at Npps. Y2K Readiness Disclosure for Units 2 & 3 Encl.Without Encl B17767, Forwards Rev 12 to FSAR & Addendum 3 to Annual Rept, for Millstone Unit 3,per 10CFR50.71(e) & 10CFR50.4(b)(6). No New Regulatory Commitments Contained in Ltr1999-06-29029 June 1999 Forwards Rev 12 to FSAR & Addendum 3 to Annual Rept, for Millstone Unit 3,per 10CFR50.71(e) & 10CFR50.4(b)(6). No New Regulatory Commitments Contained in Ltr 1999-09-03
[Table view] Category:UTILITY TO NRC
MONTHYEARML20064A8071990-09-11011 September 1990 Forwards Core Operating Limits Rept for Four & Three Loop Operation,Per Tech Spec 6.9.1.6.d A08900, Responds to Expressing NRC Views on Access to Util Internal or third-party Assessment Repts.Believes Internal Analysis to Support Amend of One of Util NRC OLs to Authorize Higher Power Level Is within NRC Purview & Access1990-09-11011 September 1990 Responds to Expressing NRC Views on Access to Util Internal or third-party Assessment Repts.Believes Internal Analysis to Support Amend of One of Util NRC OLs to Authorize Higher Power Level Is within NRC Purview & Access B13628, Forwards Correction to Error Discovered in Util 900727 Response to Notice of Violation from Insp Rept 50-336/90-09. Statement Corrected to Read That Contract Personnel That Have long-term Assignments,Certified as Testing Personnel1990-09-0707 September 1990 Forwards Correction to Error Discovered in Util 900727 Response to Notice of Violation from Insp Rept 50-336/90-09. Statement Corrected to Read That Contract Personnel That Have long-term Assignments,Certified as Testing Personnel B13624, Forwards Addl Info Re Relief Request from ASME Code Section XI Requirements for Temporary Repair to Piping Adjacent to Valve 2-SW-97A,per 900817 Telcon1990-09-0505 September 1990 Forwards Addl Info Re Relief Request from ASME Code Section XI Requirements for Temporary Repair to Piping Adjacent to Valve 2-SW-97A,per 900817 Telcon A08977, Advises of Commitment to Install Hardened Wetwell Vent at Facility,In Response to NRC .Util Will Be Proceeding W/Initial Design & Engineering of Hardened Vent, to Support Installation During 1993 Refueling Outage1990-09-0404 September 1990 Advises of Commitment to Install Hardened Wetwell Vent at Facility,In Response to NRC .Util Will Be Proceeding W/Initial Design & Engineering of Hardened Vent, to Support Installation During 1993 Refueling Outage B13626, Informs That Info Provided in Re safety-related Equipment Classification Programs Also Applicable for Unit 3 of Facility1990-08-31031 August 1990 Informs That Info Provided in Re safety-related Equipment Classification Programs Also Applicable for Unit 3 of Facility B13596, Forwards Millstone Unit 3 Individual Plant Exam for Severe Accident Vulnerabilities, Per Generic Ltr 88-20.Rept Identified That No Major Severe Accident Vulnerabilities Requiring Corrective Action Needed1990-08-31031 August 1990 Forwards Millstone Unit 3 Individual Plant Exam for Severe Accident Vulnerabilities, Per Generic Ltr 88-20.Rept Identified That No Major Severe Accident Vulnerabilities Requiring Corrective Action Needed B13618, Forwards Addl Info on Util 900815 Relief Request from ASME Code Section XI Requirements,Per 10CFR50.55a(g)(6)(i),for Repairs to Pipe 3SWP-006-050-031990-08-24024 August 1990 Forwards Addl Info on Util 900815 Relief Request from ASME Code Section XI Requirements,Per 10CFR50.55a(g)(6)(i),for Repairs to Pipe 3SWP-006-050-03 ML20059C2061990-08-23023 August 1990 Forwards Vols 1 & 2 to Semiannual Radioactive Effluents Release Rept Jan-June 1990, Per 10CFR50.36a.Rept Includes Summary of Quantities of Solid Radwaste & Liquid & Gaseous Effluents A08918, Responds to Notice of Violation & Proposed Imposition of Civil Penalty Re Insp Rept 50-245/90-08.Mitigation of Civil Penalty Requested.Corrective Action:List of Procedural Changes Provided1990-08-22022 August 1990 Responds to Notice of Violation & Proposed Imposition of Civil Penalty Re Insp Rept 50-245/90-08.Mitigation of Civil Penalty Requested.Corrective Action:List of Procedural Changes Provided B13610, Requests Relief from ASME Boiler & Pressure Vessel Code Section XI Requirements Re Mods to Pipe 3SWP-006-050-03. Results of Insps & Required Repairs Will Determine Schedule for Future Insps1990-08-15015 August 1990 Requests Relief from ASME Boiler & Pressure Vessel Code Section XI Requirements Re Mods to Pipe 3SWP-006-050-03. Results of Insps & Required Repairs Will Determine Schedule for Future Insps B13595, Notifies NRC That Utils Volunteer to Participate in Emergency Response Data Sys Project for All Four Nuclear Units,Per Generic Ltr 89-15 & NUREG-13941990-08-14014 August 1990 Notifies NRC That Utils Volunteer to Participate in Emergency Response Data Sys Project for All Four Nuclear Units,Per Generic Ltr 89-15 & NUREG-1394 B13607, Requests Relief from ASME Code Section XI to Reflect Mod to Piping Adjacent to Valve 2-SW-97A,in Response to Generic Ltr 90-051990-08-10010 August 1990 Requests Relief from ASME Code Section XI to Reflect Mod to Piping Adjacent to Valve 2-SW-97A,in Response to Generic Ltr 90-05 A08845, Responds to NRC Backfit Analyses of Hardened Wetwell Vent, Contained in .Benefit of Installing Hardened Wetwell Vent to Satisfy Basic Design Objective of Preventing core-melt Event Not Sufficient for Immediate Decision1990-08-0808 August 1990 Responds to NRC Backfit Analyses of Hardened Wetwell Vent, Contained in .Benefit of Installing Hardened Wetwell Vent to Satisfy Basic Design Objective of Preventing core-melt Event Not Sufficient for Immediate Decision ML20058N2181990-08-0707 August 1990 Notification of Change in Senior Operator Status.Util Determined That Need to Maintain Senior OL of LS Allen No Longer Exists.Determination Effective 900719 ML20058M8321990-08-0707 August 1990 Discusses Spent Fuel Racks Poison Surveillance Coupon Boraflex Degradation.Visual Exam of Remaining Surveillance Coupons Revealed Similar Situation Existed in All Coupon Samples B13590, Responds to NRC 900718 Request for Addl Info Re Util 900418 Request for Schedular Exemption from 10CFR50,App E,Section IV.F.3 to Allow Dec 1990 Full Participation Exercise to Be Exchanged W/Oct 1991 Partial Participation Exercise1990-08-0101 August 1990 Responds to NRC 900718 Request for Addl Info Re Util 900418 Request for Schedular Exemption from 10CFR50,App E,Section IV.F.3 to Allow Dec 1990 Full Participation Exercise to Be Exchanged W/Oct 1991 Partial Participation Exercise A08881, Responds to NRC Re Violations Noted in Insp Rept 50-423/90-08.Corrective Action:Operators Directly Involved W/Event Removed from Licensed Duties & Counseled by Operations Manager on Causes of Event1990-07-31031 July 1990 Responds to NRC Re Violations Noted in Insp Rept 50-423/90-08.Corrective Action:Operators Directly Involved W/Event Removed from Licensed Duties & Counseled by Operations Manager on Causes of Event B13594, Forwards Rev 13 to Physical Security Plan.Rev Withheld (Ref 10CFR73.21(b) & 2.790(a))1990-07-30030 July 1990 Forwards Rev 13 to Physical Security Plan.Rev Withheld (Ref 10CFR73.21(b) & 2.790(a)) ML20055J4621990-07-27027 July 1990 Advises That Need to Maintain OL or Senior OL for Listed Individuals No Longer Exists,Effective 900701 A08565, Responds to NRC 900302 Request for Addl Info Re LPCI Swing Bus Transfer Design & Single Failure Vulnerabilities1990-07-26026 July 1990 Responds to NRC 900302 Request for Addl Info Re LPCI Swing Bus Transfer Design & Single Failure Vulnerabilities B13585, Provides Supplemental Response to Generic Ltr 89-19 Re Request for Action Concerning Resolution of Unresolved Safety Issue A-47.Plant Procedures Modified to Provide Operability Verification of Steam Generator Protection Sys1990-07-26026 July 1990 Provides Supplemental Response to Generic Ltr 89-19 Re Request for Action Concerning Resolution of Unresolved Safety Issue A-47.Plant Procedures Modified to Provide Operability Verification of Steam Generator Protection Sys B13592, Requests Extension to Respond to NRC Backfit Analyses of Hardened Wetwell Vent1990-07-24024 July 1990 Requests Extension to Respond to NRC Backfit Analyses of Hardened Wetwell Vent ML20063P9791990-07-23023 July 1990 Notification of Change in SL Jackson Status Effective 900701,due to Permanent Reassignment within Util B13566, Advises That Util Has Reasonable Assurance That Safety Relief Valves Operable & Will Perform as Expected Until Next Outage1990-07-20020 July 1990 Advises That Util Has Reasonable Assurance That Safety Relief Valves Operable & Will Perform as Expected Until Next Outage B13563, Discusses Util Comprehensive Review of Options Re Degraded Grid Undervoltage Protection.Confirms Previous Conclusion That Splitting Loss of Normal Power Logic Would Have Overall Adverse Impact on Plant Safety1990-07-20020 July 1990 Discusses Util Comprehensive Review of Options Re Degraded Grid Undervoltage Protection.Confirms Previous Conclusion That Splitting Loss of Normal Power Logic Would Have Overall Adverse Impact on Plant Safety ML20055G5331990-07-18018 July 1990 Forwards Decommissioning Financial Assurance Certification Rept A08822, Submits Addl Info Requested Re Util Response to Generic Ltr 88-11, Radiation Embrittlement of Reactor Vessel Matls. Charpy Impact Use Values for Welds Provided in Evaluation of Irradiated Capsule W-971990-07-18018 July 1990 Submits Addl Info Requested Re Util Response to Generic Ltr 88-11, Radiation Embrittlement of Reactor Vessel Matls. Charpy Impact Use Values for Welds Provided in Evaluation of Irradiated Capsule W-97 B13588, Corrects 900703 Submittal of Results of Second in-cycle Insp of Steam Generators.All Tubes W/Cracks Stacked & Plugged1990-07-18018 July 1990 Corrects 900703 Submittal of Results of Second in-cycle Insp of Steam Generators.All Tubes W/Cracks Stacked & Plugged B13587, Requests Temporary Waiver of Compliance from Tech Spec 3.5.F.2 Re Emergency Diesel Generator (EDG) Limiting Condition for Operation.Waiver Would Extend Available Time to Repair Damaged Electrical Components1990-07-16016 July 1990 Requests Temporary Waiver of Compliance from Tech Spec 3.5.F.2 Re Emergency Diesel Generator (EDG) Limiting Condition for Operation.Waiver Would Extend Available Time to Repair Damaged Electrical Components ML20055D3461990-07-0303 July 1990 Responds to NRC Bulletin 90-001 Re Loss of Fill Oil Transmitters Mfg by Rosemount.Operability Determinations Performed & Documented for All Rosemount 1153 & 1154 Transmitters at Facility ML20055D3481990-06-29029 June 1990 Forwards Addl Info Re Facility Crdr & Isap,Including Justification for Human Engineering Discrepancies Dispositioned for No Corrective Action ML20055D7191990-06-29029 June 1990 Amends 900604 Rev 13 to QA Program B13545, Forwards Rev 3 to Updated FSAR for Millstone Unit 31990-06-29029 June 1990 Forwards Rev 3 to Updated FSAR for Millstone Unit 3 B13550, Responds to Generic Ltr 90-04, Request for Info on Status of Generic Safety Issues Resolved W/Imposition of Requirements or Corrective Actions. Implementation & Completion Tables for staff-imposed Requirements Encl1990-06-27027 June 1990 Responds to Generic Ltr 90-04, Request for Info on Status of Generic Safety Issues Resolved W/Imposition of Requirements or Corrective Actions. Implementation & Completion Tables for staff-imposed Requirements Encl B13499, Forwards Corrected Tech Specs Page 3/4 9-1 for Incorporation Into Proposed Amend 36 to License DPR-21 Re Auxiliary Electrical Sys1990-06-26026 June 1990 Forwards Corrected Tech Specs Page 3/4 9-1 for Incorporation Into Proposed Amend 36 to License DPR-21 Re Auxiliary Electrical Sys ML20043F8721990-06-11011 June 1990 Corrects Name of Vendor Supplying Replacement Plug Valves, Per Util 900511 Ltr.Replacement Bolts,Not Valves,Purchased from Cardinal Industrial Products Corp ML20043H0161990-06-0808 June 1990 Requests Exemption from App J to 10CFR50 for 12 Valves in Reactor Bldg Closed Cooling Water Sys.Valves Not within Definition of Containment Isolation Valves in App J & Not Required to Be Tested ML20043E8831990-06-0505 June 1990 Requests NRC Authorization to Use Plugs Fabricated of nickel-chromium-iron Uns N-06690 Matl Alloy 690 to Plug Tubes in Steam Generators of Plant ML20043D0451990-05-30030 May 1990 Discusses Proposed Rev to Tech Specs Re Facility ESF Actuation Sys Instrumentation Trip Setpoint,Per 900330 Ltr ML20042H0311990-05-0909 May 1990 Discusses Steam Generator Safety Assessment.Concludes That Continued Operation Through Remainder of Current Cycle 10 Fully Justified ML20042F0941990-04-30030 April 1990 Provides Addl Info Re Environ Impact of 900226 Application for Amend to License NPF-49,revising Tech Specs to Allow Containment Pressure to Increase to 14 Psia During Modes 1-4,per NRC Request ML20042F0661990-04-30030 April 1990 Responds to NRC 900404 Ltr Re Violations Noted in Safety Insp Rept 50-336/90-01 on 900120-0305.Corrective Action:Ler 90-004 Submitted on 900430 to Document Condition Prohibited by Plant Tech Specs ML20042E8331990-04-27027 April 1990 Forwards Annual Environ Protection Plan Operating Rept for 1989, & Monitoring Marine Environ of Long Island Sound at Millstone Nuclear Power Station Annual Rept 1989. ML20012E2681990-03-23023 March 1990 Responds to NRC 900226 Ltr Re Violations Noted in Insp Rept 50-423/89-23.Corrective Actions:Requirement to Review All Changes on Safety Sys for Potential Operating Procedure Changes Stressed to Operations & Engineering Personnel ML20012C3141990-03-13013 March 1990 Forwards Info Re Insp of Facility Emergency Operating Procedures,Per 900119 Ltr ML20012B4111990-03-0202 March 1990 Provides Addl Info Requested to Clarify Changes Proposed to Tech Spec Action Statements for Inoperable Accumulator B13453, Advises That Mods to Steam Generator Blowdown Sample Sys Completed,Per Violations Noted in Insp Rept 50-423/89-14 & Salp.Sys Will Be Evaluated for Next 2 Wks to Ensure Blowdown Radiation Monitor Operating Reliably1990-02-26026 February 1990 Advises That Mods to Steam Generator Blowdown Sample Sys Completed,Per Violations Noted in Insp Rept 50-423/89-14 & Salp.Sys Will Be Evaluated for Next 2 Wks to Ensure Blowdown Radiation Monitor Operating Reliably ML20011F7541990-02-26026 February 1990 Notifies That Jh Parillo Reassigned & No Longer in Need of License SOP-10263-2 as of 900219 ML20006G1581990-02-21021 February 1990 Forwards Response to & Comments on Initial SALP Rept 50-423/88-99 for Period 880601 - 891015.Procedures Revised to Permit Operators to Adjust Area Monitors to Reduce Nuisance Alarms 1990-09-07
[Table view] |
Text
.
NORTHEAST UTILITIES cenere onices semn street. serun. connecticut H RTFORD CONNECTICUT 06141-0270 L L 1J [,*",
' , . ' C'U 7 5~." (203) 665-5000 October 31,1985 Docket No. 50-423 B11844 Director of Nuclear Reactor Regulation Mr. B. 3. Youngblood, Chief Licensing Branch No. I Division of Licensing U.S. Nuclear Regulatory Commission Washington, D.C. 20555
References:
(1) 3. F. Opeka letter to B. 3. Youngblood, " Seismic Interaction Program," dated August 8,1985.
(2) B. 3. Youngblood letter to 3. F. Opeka, " Request for Additional Information," dated September 17,1985.
(3) 3. F. Opeka letter to B. 3. Youngblood, " Seismic Interaction Program," dated September 27,1985.
(4) 3. F. Opeka letter to B. 3. Youngblood, " Seismic Interaction Program," dated October 15,1985.
Gentlemen:
Millstone Nuclear Power Station, Unit No. 3 Seismic Interaction Program In Reference (1), Northeast Nuclear Energy Company (NNECO) provided the Staff information regarding the seismic interaction program for Millstone Unit No. 3. In Reference (2), the Staff requested additional information regarding the utilization of historical earthquake data in the evaluation of non-seismic Category 1 piping systems. In a subsequent telecon concerning Reference (2) the Staff specifically requested that NNECO demonstrate quantitatively that the database of historical earthquake information is directly applicable to the seic,mic interaction program.
In Reference (3), NNECO further defined the seismic interaction program for Millstone Unit No. 3 and therein committed to provide additional information supporting this use of the historical database.
Representatives from NNECO met with the Staff on October 9,1985 to discuss the Staff's concerns regarding the seismic interaction program submittals (References (1) and (3)).
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. Reference (4) included information describing:
o The applicability of the historical database to Millstone Unit No. 3.
o A proposed program to demonstrate . that the load demand on equipment anchorage does not exceed the anchorage capacity.
This information was.provided to address concerns raised in the October 9,1985 meeting.
On October 24, 1985, representatives from NNECO met with the Staff to discuss information contained in Reference (4). The Staff requested NNECO to provide clarification regarding the discussion of equipment anchorage included in Reference (4) and to describe the Sargent and Lundy program for piping and support analysis in detail. Specifically, the Staff requested NNECO to provide acceptance criteria to be utilized for piping and supports and the basis for selecting the piping sample chosen for analysis, in response to the Staff's questions and in an effort to clarify the Millstone Unit No. 3 Seismic Interaction Program the following information is enclosed:
- 1. Attachment 1 is a summary of the three important aspects of the seismic interaction program and their interrelationships. These aspects are:
- a. Methodology for demonstrating equipment anchorage adequacy for non-seismic Category I equipment in seismic Category I buildings.
- b. Methodology for demonstrating adequacy of non-seismic Category I piping and pipe supports for all non-seismic Category I piping in seismic Category I buildings.
- c. Methodology for performing plant walkdowns.
- 2. Attachment 2 describes in detail the piping sample selected for analysis and the basis for selection. Information contained in Attachment 2 clearly shows the basis for concluding that the piping sample is bounding in terms of load demand on supporting elements.
-3. Attachment 3 is the detailed criteria document which will be employed in the analysis of the bounding piping sample described in Attachment 2. l
- 4. Attachment 4 provides details on criteria to be used for evaluation of embedments and anchor bolts. This criteria will be utilized for both equipment and piping anchorage evaluations.
At the October 24, 1935 meeting, the Staff also questioned the current use by NNECO of seismic experience data base in addressing seismic interactions. As outlined in Attachment 1, the seismic e) perience data base will be utilized to Npplement the bounding analytical evaluations of equipment anchorages, piping and pipe ~ supports. NNECO believes that the seismic interaction program .
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. [ detailed 'herein fully addresses the requirements of U.S. NRC Regulatory Fx Guide 1.29 without reliance upon the additional information and insight provided by the seismic experience data base.
NNECO is confident that the information and commitment to perform the above described analysis will allow the Staff to accept our program regarding the seismic interaction issue. Due to our need to resolve this matter prior to November 15,1985 fuel load date, we request that you review and approve this submittal to support the fuel load date.
i Very truly yours, NORTHEAST NUCLEAR ENERGY COMPANY l- et. al.
BY NORTHEAST NUCLEAR ENERGY COMPANY Their Agent
- >cA J. F. Opeka Senic.- Vice President w s By: R. W. Bishop Secretary l
l STATE OF CONNECTICUT )
) ss. Berlin
, COUNTY OF HARTFORD )
Then personally appeared before rre R. W. Bishop, who being duly sworn, did state that he is Secretary, of Northeast Nuclear Energy Company, an Applicant herein, that he is authorized to exer:ute and file the foregoing information in the name and on behalf of the Applicants herein and that the statements contained in said information are true and correct to the best of his . owledge and belief.
/ i Natary Public L (/
.O
p~m-Attachn.ent 1 -
Due to the_ number of submittals made on NNECO's Seismic Interaction Program
- and considering the. evolution in program emphasis, the following is a summary of -
the entire effort.
The Seismic -Interaction Program for Millstone Unit 1No. 3 consists of three distinct tasks:
~
o -Demonstrating the adequacy of equipment anchorages for non-seismic equipment in seismic Category 1. buildings.
o - Demonstrating the structural integrity of piping _and supports for selected subsystems, o Perform walkdowns to identify swing / sway interactions between non-seismic Category I piping and equipment and seismic Category 1 piping and equipment.
~
Non-seismic Category I equipment in seismic " Category I buildings will be reviewed to. assure the seismic adequacy of its anchorage. The structural integrity of equipment anchorage will be determined by one of three methods:
- 1. , Verify that the equipment anchorage has been explicitly qualified.
- 2. Compare the anchorage detail to, explicitly qualified anchorages.
- 3. -For anchorages which are not seismically designed and. are not similar to seismic anchorages,' calculations will be performed to demonstrate adequacy.
For equipment anchorages evaluated by method 3 above, an effort will be made to group typical anchorage details and. perform bounding calculations. The manner in which ' ~ structural integrity is demonstrated for each piece of interacting equipment will be documented. Acceptance criteria for equipment anchorage evaluations will be consistent with the piping and support criterion
. (Attachment 3) and anchor bolt and embedment criteria (Attachment 4).
The structural integrity of piping and supports will be addressed through a program developed and implemented by Sargent and Lundy. A set of piping subsystems has been selected to be representative' of pipe sizes, hanger configurations and1 operating conditions. As discussed in more detail in Attrachment 2, these selected subsystems are bounding. Each of these selected subsystems will be- analyzed for the combined loadings of weight, thermal expansion and safe shutdown earthquake including effects of seismic ancher motions. The response spectrum method of _ analysis will be used. Code Case N411 damping will be utilized in the subsystem analysis. Increased damping
.up to 8 percent of critical may ' be used in limited cases where justified as detailed in Attachment 3. Time history analysis will be run on a limited basis to validate assumptions made in the response spectrum analysis, namely that one way supports (rod hangers, sliding supports) do not experience significant uplift.
Restraint loads and pipe stresses will be calculated u:ing dynamic analysis results. They will be. compared to the failure capacities associated with each
e,_...,,. , . . m subsystem to assess the inherent . margin of safety in the design. Maximum dynamic lateral displacements of the subsystems will also be computed. These displacements will be used to confirm interaction criteria utilized during plant walkdowns.
The criteria document for this analysis effort is included as Attachment 3. Any deviation . from this document will be justified on a case-by-case basis.
Attachment 4 contains information which substantiates the anchor bolt factors of safety used in the criteria document.
Seismic interaction walkdowns are currently being conducted to identify swing / sway interactions between non-seismic Category I piping and equipment and seismic Category 1 piping and equipment. The two program tasks described above assume that equipment and piping do not lose anchorage and/or fall down.
Plant walkdowns are prescribed to identify all swinging interactions within a 6". side-to-side deflection envelope. The maximum deflections calculated during the Sargent and Lundy effort will be compared to the 6" criterion and any exceedences will be reconciled.
All interactions will be evaluated considering the local flexibility of the interacting equipment / piping. These reviews will also address restrictions such as penetrations and interferences with structures which would limit displacements. In all cases interactions with active seismic Category I components will be prevented.
Information gained from the experience database is used in conjunction with the -
above efforts. As the Seismic Interaction Program has evolved the role of the experience database methodology has deminished. However, the database does show that properly supported equipment and piping maintains its structural integrity during strong motion earthquakes. Further this program benefits from the database information regarding the severity of seismic interactions and the knowledge of configurations which have not performed wellin past earthquakes.
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Attachment 2 Selection of Piping Subsystems for Analysis 1.0 Introduction 2.0 Selection Criteria 3.0 Conclusion
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Selection of Piping Subsystems for Analysis (1.0 - Introduction -
. In~ order to evaluate the structural integrity of Non-Seismic Category I pioing ' and supports' installed in safety-related areas of Millstone 3, a
-sample of 22 piping subsystems was selected for analysis.- The analysis intends to demonstrate the structural integrity of Non-Seismic Category I
~
piping . for the .SSE _ event such that unacceptable. seismic interaction
- between Non-Seismic Category I and Seismic Category I equipment will not occur. Piping subsystems were selected for analysis utilizing a selection criteria designed to ensure that the subsystems would bound the worse case condition in the plant. Details of the subsystems are provided in Table 1.
Of the 22 piping subsystems,-17 were selected in the large bore area,2 are small bore and 3 are fire. protection. The information provided on the tables and figures regarding the subsystems analyzed :is based on the 17 large bore subsystems only. The 2 small bore subsystems were selected to validate the assumption that the structuralintegrity of small bore piping and supports is ensured through conservative design methods and is bounded by the large bore analyses.
The information presented regarding the total numbers of supports is based on engineered piping and does not include contractor routed fire protection and floor and ceiling drains. In order to ensure that the sample is bounding, 3 additional fire protection systems were selected in accordance with the criteria in Section 2.0. Floor and ceiling drains are bounded by the selected subsystems in accordance with the criteria.
2.0 Selection Criteria The selection criteria are defined and their application discussed below.
The criteria considers all major. parameters which influence the dynamic behaviour of piping and the load demand on its supporting structures.
2.1 Pipe Size The total scope of Non-Seismic Category I piping in safety-related areas is best addressed by evaluating the supports involved. Table 2 demonstrates the distribution of supports by building and pipe size. Note that a large percentage of pipe supports (45 percent) encompasses 1 inch and less nominal diameter piping. Supports for 6 inch and greater piping only account for 7. percent of the total population.~ Since the large piping systems are assumed to have the greatest energy, highest susceptibility to structural failure and most damage potential during the seismic event, the piping subsystems selected are primarily concentrated in the larger piping diameters as demonstrated in Figure 1. Figure 2 demonstrates that the
. percentage of selected systems are skewed towards the larger diameters even when compared to the total number of large bore supports (NPS>
2 inch).
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2.2 Support Type The distribution of support types for_ large bore piping is provided in
' Table 3. The piping subsystems were selected on the basis of greatest
' flexibility such that the load demand on rigid-type supports is conservative.
nTherefore subsystems with a large amount of sof t supports (i.e., spring hangers, rod hangers) and fewer hard supports (i.e.,- rigids and sliding supports) were selected as demonstrated in Figure 3.
2.3 - Seismic Severity Piping subsystems were generally selected in areas of highest seismic
- acceleration. As demonstrated in Figure 4, the auxiliary building and containment structure tend to bound the other safety-related buildings when peak G values are compared. ' A review'of Table 2 indicates that these 2 buildings have a large percentage of Non-Seismic Category I piping, therefore 'most subsystems were taken from these buildings. In order to round out the sample, a few subsystems were chosen in other buildings.
- 2.4 Damate Potential The auxiliary building and containment have the least amount of separation between Non-Seismic Category I piping and safety-related equipment which emphasizes the need to select subsystems from these buildings.
. 2.5 System Temperature A representative cross section of operating temperatures was considered in the selection process.
2.6- Piping Material The subsystems selected contain both carbon and stainless steel material.
2.7 Pipe Fittings A representative cross section of pipe fitting types is contained in the selected subsystems. Although the majority of Non-Seismic Category I piping utilizes welded joints (butt welded. large bore and some socket welded small bore) the fire protection system contains mechanical joints in some areas. Therefore, fire protection subsystems were added to the list considering other applicable criteria, e.g., seismic severity, damage potential, etc.
2.8 Construction Specification The majority of Non-Seismic Category I piping is designed and installed in '
accordance with a standard specification. The notable exceptions to this are again the fire protection and roof and floor drains. Due to its piping geometry and construction, fire protection is unique enough to warrant additional consideration. Therefore additional fire protection subsystems l
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.s y were selected. The roof and floor d eins are considered to be bounded by
. the other selected subsystems.
- 2.9 - Concentrated Mass The selected subsystems include a representative cross section of
. concentrated in-line masses such as valves and flanges.- The effect of eccentric masses was also considered in the selection process.
2.10 Piping Geometry The routing of the subsystem was considered in the selection process. A representative cross section of vertical and horizontal routings was accomplished. To further ensure.that the selected subsystems bounded the
-worst plant condition for seismic integrity, ali 6 inch nominal.and greatei-Non-Seismic Category I piping systems in safety-related areas were
. reviewed on'a~ case-by-case basis utilizing the above criteria. In each case the Non-Seismic Category I piping was judged to be bounded by one or-more of the selected subsystems.
3.0 Conclusion The piping subsystems in Table I have been selected in accordance with the criteria outlined in Section 2.0 of this attachment and therefore bound all Non-Seismic Category I piping concerning the issue of structural integrity iduring the SSE event.
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TABLE 1 !s A
PIPING SUMSTEM IWONIATION d
Elevation Pipe Size Rod Subsystem Buildina . Rigid . Sliding Spring ;C-Maximus/ Minimum h Temperature
- Material Maximum / Minimum Anchor Supportr j!aggr Support h .If AI-88A Auxiliary 33' to 7' . Boron Recovery Hot SS 12" 0 3 0- 0 5 AI-1105 Auxiliary 17' to 5' Auxiliary condensate Cold CS 4", 3" 3. 0 10 -. 1- 0 /~
AI-110V Auxiliary 17' to 8' Auxiliary Condensate Cold CS 3" 2 7. 3 7 0
~
AI 110Q-1 Auxiliary 28' to 20' Auxiliary Steam Hot CS 8", 4" 2 4 8 0 2 AI-110G Auxiliary 13' Auxiliary Steam Hot CS 8", 6" 3 1 2 4 0 AI-110R-1 Auxiliary 102' to 13' Auxiliary Steam Hot CS 6", 3" 2- 6 -3 7 5 and B-2 i;
SL-14 Containment 66' to (-)9' Chilled Water Cold C5 4", 2)" 1 2 2 4 0 i AI-110L Auxiliary 59' to 37' Containment Vacuus Hot SS 4" 4 0 3 0 4 AI-110Y Auxiliary 76' to 58' - Gaseous Vents Hot SS 6", 4", 3" 3 0 11 0 0 AI-110N Auxiliary 95' to 12' Auxiliary Steam, Cold SS 8", 4" 2 0 0 1 3 Containment Tacuum AI-91G-1 Auxiliary 102' to 61' Gaseous Waste Hot CS 6", 4" 3 0 15 1 0 SL-21 Containment 315 to 3' -Chilled unter . Cold CS 3", 2" 1 0 3 4 0 AI-91G-2 Auxiliary 61' to 34' Gaseous Umste, Not C5 8", 4 1
li" 1 9 5 0 Boron Recovery AI-1101 Auxiliary 102' to 10' Auxiliary Steam Hot CS 6" 1 3 1 2 0 ,
AI-941 ESF 32' to 16' Auxiliary Steam Hot CS 4", 3" 2 '
1 5 6 0 AI-107I Containment 5' to (-)11' Chilled Water cold CS 10", 3" 5 0 5 14 0 SL-3A Containment 40' to 24' Fire Protection Cold CS (later)
Sprinkler Piping
- SL-4A Auxiliary (later) Fire Protection Cold CS (later)
SL-5A Fuel (later) Fire Protection Cold CS (later)
SL-6A (Cold small bore subsystem to be determined later.)
SL-7A (Hot small bore subsystem to be determined later.)
'Not is defined as greater than 150*F.
6 c___ _ _
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ie TABLE 2 Y NON-SEISMIC CATEGORY I PIPINO SUPPORTS IN SAFETY-RELATED AREAS _
Emergency Hydrogen ' Main Steam Pipe Size / Auxiliary Control Containment Intake Diesel Generator Safety Features Fuel Recombiner Valve Buildim Buildim Buildirut Structure Structure Enclosure Buildirig Buildirur Buildim - Buildim TOTAL
.125" 2 0 0 0 0 0 0 0 0 2
.5 " 113 0 84 0 0 21 9 0 75 302
.75 " 471 49 211 17 2 28 133' 41 1,022 70 1' 359 71 153 9 12 164 97 43 15 923 1.5 " 79 32 23' 3 0 5 101 0 1 244 2* 273 16 164 6 0 87 76 2- 13 637 j 2.5
- 203 15 14 0 7 0 31 0 0 270 s 3* 245 0 132 25 5 6 71 0- 37 521 48 35 8 0 154 16 6 26 104 0 46 710
) 6* 107 0 21 0 0 7 25 0 2 162 8' 54 0 0 0 0 0 0 0 0 54 to" 57 0 46 0 0 11 0 0 0 114 12" 16 0 0 0 0 7 0 0 0 23 TOTAL 2.337 183 1,002 76 32 362 647 86 259 '4,984 1 _ __ _
+
Eji
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. ... 3 TABLE 3 H NON-SEISMIC CATEGORY I '
LARGE BORE PIPING SUPPORTS -
IN SAFETY-RELATED AREAS BY HANGER TYPE Spring - Rigid Rod Sliding . ,
Pipe Size / Hanger Type Ancher Hanger Restraint Hanger Support Snubber TOTAIS ~
2}" 6 2 131 93 37 1 270 3" 43 8 112 151 207' O 521 $
4" 57 24 196 190 234- 9 710 6" 11 11 42 45 53 0 162 8" 5 5 30 6 8 0 54 <
10" 6 ~3 9 30 66 0 114 12" 3 8 3 7 2 0 23 TOTAL 131 61 523 522 607 10 1,854 l
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ATTACHMENT 3 MILLSTONE NUCLEAR POWER STATION - UNIT 3 NORTHEAST ~ UTILITIES SERVICE CORPORATION PROJECT NO. 7450-00 DESIGN CRITERIA DC-ME-01-NE
-DESIGN CRITERIA POR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN SEISMIC CATEGORY I BUILDINGS i
t
w, y-w.-.. , n: :. : - - -
NORTHEAST UTILITIES SERVICE COPRORATION MILLSTONE NUCLEAR POWER STATION -' UNIT 3 DESIGN CRITERIA FOR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN
' SEISMIC CATEGORY I BUILDINGS DC-ME-01-NE TABLE'OF CONTENTS PAGE 1.0 Scope ................................................ 1 2.0' References............................................ 2 3.0 Functional Requirements............................... 1-2 4.0 Design Requirements................................... 2
- 4. l' Design Basis.......................................... 2 4.1.1 Non-Seismic Category I Piping.................. 2 4.2 Evaluation Basis...................................... 2 4 .' 2.1 Selection of Typical Subsystems................ 2 4.2.2 Analysis Methodology........................... 3 4.2.2.1 Piping................................ 3-5 4.2.2.2 Piping Supports....................... 5-6 4.2.3 Load combination............................... 6 4.2.4 Acceptance Criteria............................ 7 o
4.2.4.1 Piping................................ 7 4.2.4.2 Supports.............................. 7-8 4.2.4.3 Equipment............................. 8 4.3 Generic Recommendation................................ 8 PJ0:beb 10/31/85 2.18 f
,..7-- ;;= .- ---- - - -- - - - - -- - - - - - - - - - -
ISSUE
SUMMARY
Revision Page No. Prepared Reviewed Approved Number Date Revised Reason By By By
Page 1 NORTHEAST UTILITIES SERVICE CORPORATION MILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN SEISMIC CATEGORY I BUILDINGS 1.0 SCOPE This design criteria establishes the methodology for evaluating the seismic adequacy of Non-Seismic Category I piping and sup-ports in Soismic Category I buildings.
2.0 REFERENCES
2.1 ASME B.31.1 Power Piping Codo 2.2 US NRC Regulatory Guide 1.29, Soismic Design Requirements 2.3 Final Safety Analysis Report, Millstone Nuclear Power Station, Unit No. 3 2.4 ASME Codo Section III, 1983 Edition, Summer 1985 Addenda 2.5 AISC Code, Eighth Edition 2.6 NUREG 1061, " Report of the US NRC Piping Review Committee",
Volume II 2.7 EMD-TP-1, " Lesson Plan for Training Personnel in Piping Analy-sis 3.0 PUNCTIONAL REQUIREMENTS It is required by NRC regulation (Reference 2) that plants under construction ovaluate the interaction of non-safety and safoty-related systems during normal operation, transients, and design basis accidents to assure that any intoraction betwoon such systems will not result in excooding the acceptance cri-teria for any design basis event.
Non-Solsmic Category I piping and its associated supports in-stalled in Category 1 buildings shall bo ovaluated to assure their structural integrity such that they will not fall and impair the capability of any safety related system to perform its intended function during and after the design basis soismic event (SSE).
^
1, Page 2 NORTHEAST UTILITIES SERVICE CORPORATION
- t. MILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA FOR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN SEISNIC CATEGORY I BUILDINGS
)
4.0 DESIGN REOUIREMENTS 4.1 Design Basis 4.1.1 Non-Soismic Category I Piping Non-Soismic Category I piping (class 4) and supports that are not within a seismic subsystem are designed for normal operating conditions in accordance with B31.1 code.
4.2 Evaluation Basis Several typical piping subsystems which are bounding in terms of potential soismic interactions shall be selected and ovalu-ated to demonstrato sufficient margin against collapse of piping and support structure.
4.2.1 Selection of Typical Subsystems Sufficient number of subsystems shall be selected to be representative of the Class 4 non-seismic piping in the Millstone Unit No. 3 plant. As a minimum, the following shall be considered in the selection of typical subsys-tems
- a. Size of pipo
- b. Type of support used (Rod flanger, Pipe Pack, etc.)
- c. Type of analysis method or design guidelines used
- d. The temperature of the piping
- o. Location in the plant (the severity of SSE load values doponding on location)
- f. Pipo material
- g. The type of pipo connection (wolded, throaded, etc.)
Page 3 NORTHEAST UTILITIES SERVICE CORPORATION NILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA FOR EVALUATION OF NON-SEISNIC CATEGORY I PIPING IN SEISMIC CATEGORY I BUILDINGS The samplo shall be weighed towards larger pipe size, more sovoro soismic load areas and areas with potential interactions with seismic plant components.
4.2.2 Analysis Methodology 4.2.2.1 Piping Each of the selected piping subsystems shall be ovaluated for the following loads:
- a. Weight Loads The piping shall be evaluated for dead weight load due to piping, insulation, contents and concentrated massos, such as valves, traps and strainers.
- b. Thormal Loads Piping shall be analyzed for thermal expansion due to the maximum operating temperature of the line as specified by the system design. Thermal movement of equipment nozzles shall be considered in the analysis. Cold piping with mgximum operating temperature loss than 150 F and nozzle movoments loss than 1/8 inch nood not be analyzed for thermal loads.
- c. Safo Shutdown Earthquake (i) Inortin Load Piping shall be ovaluated for soismic inertia loads using re-sponso spectra methods. The damping values shall be based on ASME Code Case N-411. For heavily insulated piping, damping up to 8%
may be justified on a caso by caso basis.
Page 4 NORTHEAST UTILITIES SERVICE CORPORATION NILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN SEISNIC CATEGORY I BUILDINGS Spectra amplification due to equipment or slab flexibility shall be addressed in the response spectrum analysis.
(ii) Displacement Loads Piping shall also be evaluated for loads due to relative building displacements. If the difference between absolute values of the building displacement at all support locations due to any given seismic excitation is less than a sixteenth of an inch, then the displacement effects due to that excitation need not be considered.
(iii) Piping Uplift one way vertical restraints shall be reviewed for upward load. If uplift is indicated, acceleration time history analysis shall be performed on a limited number of subsystems to demonstrate no significant uplift at vertical one- way restraint locations.
4.2.2.2 Piping Supports All support hardware shall be evaluated by a detailed evaluation or using test data as defined below:
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NORTHEAST UTILITIES SERVICE CORPORATION MILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISNIC CATEGORY I PIPING IN SEISNIC CATEGORY I BUILDINGS
- a. Standard Component Supports and Auxiliary Steel Standard component supports and auxiliary steel, except U-Bolts and U-Straps used to attach piping to supports, shall be evaluated in accordance with the require-ments of the ASME Code,Section III, Subsection NF (Reference 2.4).
- b. U-Bolts and U-Straps Used to Attach Piping to Supports The ultimate strength of U-Bolts and U-Straps shall be determined from test data. As an alternative, the ultimate capability of the U-Bolt or U-Strap may be estimated using plastic analysis in accordance with the requirements of the ASME Code Section III, Appendix F (Reference 2.4).
- c. Anchor Bolts Loads on anchor bolts shall be compared against the pull out or failure strength of the anchor bolt using a factor of safety of two. If the separation between adjacent anchor bolt violates minimum requirements, then the allowable anchor loads shall be scaled down using appro-priate reduction factors.
4.2.3 Load Combinations The following load combinations shall be used to combine the applicable loads:
=
Page 6 NORTHEAST UTILITIES SERVICE CORPORATION MILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISMIC CA7LGORY I PIPING IN SMISMIC CATEGORY I BUILDINGS Piping ASME Code = Pressure + Weight + Safe Shutdown Equation 9D Earthquake Piping Support Load Service = Thermal + Weight + Safe Shutdown Level D Earthquake NOTE: Seismic inertia loads and seismic building displacement loads are combined using the square root of the sum of squares (SRSS) method.
4.2.4 Acceptance Criteria 4.2.4.1 Piping Pipe stresses shall be compared against ASME Code,Section III, 1983 Edition Service Level D allowables to demonstrate that collapse will not occur . Any point in piping exceed-ing Service Level D allowables may be accep-ted by detailed evaluation showing sufficient margin against collapse of the piping subsys-tem. If unintensified stresses at any loca-tion exceed yield stress values, the collapse mechanisms of piping and load redistribution shall also be investigated.
All piping locations exceeding ASME Code,Section III, 1983 Edition, Service Level D allowables and the evaluation method used to accept the higher stress level shall be justified on a case-by-case basis and docu-mented in the final report.
Page 7 NORTHEAST UTILITIES SERVICE CORPORATION MILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISMIC CATEGORY I PIPING IN SEISMIC CATEGORY I BUILDINGS 4.2.4.2 Supports The structural integrity of any support or support component may be demonstrated by one of the following:
- a. The load on the support or support component is below the Service Level D load capacity data sheets provided by the vendor,
- b. Structural support members and connec-tions meet the requirements of ASME Code,Section III, Appendix F allowable values.
- c. The load on component standard supports (catelog items) is below fifty percent (Factor of Safety of two) of the ultimate capacity.
All supports with any component not meeting the above requirements shall be assumed to be ine f fective. The ineffective support shall be removed and the piping subsystem chall be re-evaluated. Further, the supports shall be reviewed for the consequences of loads ex-ceeding the allowables.
4.2.4.3 Equipment Piping loads on equipment or tank nozzles shall be compared against Service Level D
( f aulted condition) allowables. All nozzles exceeding allowables shall be evaluated for structural integrity using the applicable code. Structural integrity of equipment anchorage shall be demonstrated by applying the appropriate criteria previously stated.
-g Page 8 NORTHEAST UTILITIES SERVICE CORPORATION NILLSTONE NUCLEAR POWER STATION - UNIT 3 DESIGN CRITERIA POR EVALUATION OF NON-SEISNIC CATEGORY I PIPING IN SEISNIC CATEGORY I BUILDINGS 4.3 Generic Recommendation Generic conclusions regarding the adequacy of the nonseismic-ally supported piping and supports shall be drawn from the analysis of the typical piping subsystems and supports. If cases are found during the evaluation which could cause overall collapse of the subsystem, including supports, or which results in large lateral deflections, corrective action shall be recom-mended on a specific or generic basis as appropriate.
PJO:beb 10/31/85 2.17
Attachment 4 Criteria for Evaluation of Anchor Bolts and Embedments o Drilled-in concrete anchor bolts (Hitti bolts) and Richmond inserts shall be evaluated against a factor of safety of 2.0 on ' ultimate anchorage capacity.* Shear / tension interaction, base plate flexibility, edge spacing,
- and bolt ' spacing .will be evaluated in the same manner as for. Seismic Category I applications.
o Nelson studs on embedded plates shall be evaluated by the same methods as those utilized for Seismic Category I applications.
- Extensive testing has been performed on Hitti bolts at the Millstone 3 site to verify the minimum ultimate anchorage capacity.' The tested bolts were installed in accordance with the Millstone 3 procedure in concrete from actual pours at the site. The installation of Non-Seismic Category I Hilti bolts
- follows the same procedure utilized for Seismic Category I installations.
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