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Perry Nuclear Power Plant Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report Revision 1
	ML13340A155
Person / Time
Site:	Perry
Issue date:	10/09/2013
From:	Beigi F, Guerra E M, Lucarelli B A, Reddington J, Reny D; ABS Consulting, FirstEnergy Nuclear Operating Co
To:	; Office of Nuclear Reactor Regulation
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ML13340A277	List: L-13-358, Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report Revision 1, Appendix B (2 of 2); ML13340A147; ML13340A155; ML13340A156; ML13340A157; ML13340A158; ML13340A159; ML13340A160; ML13340A162; ML13340A163;
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{{#Wiki_filter:Ferry Nuclear Power Plant Near*Terrn Task Force Recornmendation 2.3$eismic Walk-down Report Revision {October $, 2013 Prepared by: Reviewed by: Approved by: 1. $ections 1, 3,4,5,6, and 10 have been prepared byABS Gonsulting. $ections 2,7,8, and I have been prepared by FEN0C.2- The review and approval of this document by FENOC personnelconstitutes the owner acceptance of work perfonned by AB$ Consulting. FirstEnergy Nuclear Operating Company {FENOC}Mohammed Alvi (FENOC)Lee Robinson (FENOC) Revision Change Summary The purpose of the revision (Revision 1) to this repon is to resolve and address the issues that have been identified during NRC assessments performed on the industry Seismic 2.3 effort. Specifically, this revision addresses issues identified at Beaver Valley by a self assessment and NRC audit conducted in July 2013. Additionally, this revision (Revision1) also incorporates the "Addendum to Peny Nuclear Power Plant Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report" dated April 5,2013 which was issued after performing walkdown of components that were not accessible during initial seismic2.3 walkdowns. Affected Revision e Provided list of codes and standards for category 1 SSCs in Section 2.0 3 Clarified the role of peer reviewer (John Reddington) in Section 3'0 4ldentified the walkdown team enoineer (Farzin Beiqi) as the members and clarify the role of a senior mentor, in Section 3.0 4 Uodated reference numbers in Sections 4.0 and 4.1 4,6 Provided additional information on SWEL review in Section 4.1 5.7Revised Tables 4-1 and 4-2lo correctly identify the building, elevation and room number for components 1 H22P001 1 , and 1H51 P1335 61,66,106, &107Revised Table 4-3 to correctly identify the buibing for component 0G41 F0581 114Clarified the process used on decisions taken as to when a CR was written or not written, in Section 5.2 - 5.41 19-121Revised Tables 6-2 and 6-3 to include additional rooms and components walked down during the 1R14 outage, with no adverse findings noted, andcorrected the buildinq and elevation of room CC-1.126 Updated Tables 6-5 and 6-6 to include date CRs were initiated, in Sections6.2.1 and 6.2.2, respectively 128, 129, 134 Provided additional information on licensino basis evaluations in Section

7.1 140Updated

section 7.21o include date CRs were initiated. 141 - 142 Provided additional information on the Role of Peer Reviewer in Section 9.1 143.144 Added date CRs were initiated in Section 9.0, part C 152 - 154 Uodated Resumes (Dan Renv. Eddie Guerra)Appendix A Updated Appendix B to include SWCs walked down during outage 1R14 that were previouslv identified as inaccessible. Appendix B, sheet 462 - 496 of 496 Updated Appendix B to include AWCs walked down during outage 1R14 that were previouslv identified as inaccessible. Appendix C, sheet 140 - 159 of 159 Revised Appendix C AWC CC-1 to correct the building and elevation. Appendix C, sheet 93 - 99 of 159 Thble of Contents PageList of Acronyms .....o............o...'..o..o..oo.....o..o.......or....o....o..o...o.......o...o......o..oo.o......oo.o..o........ i'V L.0 2.0 3.0 4.0 4.r 4.2 5.0 5.1 5.2 5.3 5.4 6.0 6.1 6.2Potentially Adverse Condition Reporting......... ...... I20

SUMMARY

OF THE WALK-DOWN RESULTS........o..o..o...o..o..o.........o.........o......!2L Walk Down Items and Walk-By Areas ...l2lWalk Down and Area Walk-By Findings .......-.128 Seismic Walk-down Findings .......... 128Area Walk-By Findings ..............134 6.2.r 6.2.2 List of TablesTable 4-1 Base List 1 The Equipment Coming Out of Screen 3 and Entering Screen 4,for Five Safety Functions............ ...... 10Table 4-2 SWEL I Selected Equipment for Five Safety Functions ........... .102Table 4-3 Base List? - List of All SSCs for Spent Fuel Pool .. 1I2Table 4-4 SWEL 2 (Spent Fuel Pool) ... lll Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) .... I22 Table 6-2: Perry NTTF 2.3 Walk-By Areas ... ............125 Table 6-3: Perry NTTF 2.3Inaccessible Items on SWEL l+2 . 126 Table 6-4: Perry NTTF 2.3 Components Categorizedby EPRI Classes .......127 Table 6-5: Potentially Adverse Seismic Conditions Identified from SWC's ........... ...I28 Table 6-6: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys............ ...I34 List of Figures Figure 2-t: Percy Nuclear Power Plant Deign SSE Spectra ................. 3 Figure 6-1: Missing shim plates on MCC embed .. 130 Figure 6-2: Centered trolley on top of switchgear ..... 131 Figure 6-3: Storage locker near bus EH12........... ......132 Figure 6-4: Scaffold storage rack close to HVAC control panel .......-.... 133 Figure 6-5: Branch lines for fire protection piping located in CC-1 at elevation 574'.............. 135 Figure 6-6: Unanchored instrument air dryers located in CC-l on CC 514' .136Figure 6-7: Cast iron piping identified with "seismic Violation" Tags ........ t37 Figure 6-8: View of scaffolding structure for chiller unit....... ......... 138 Figure 6-8: Potential flooding source on AX 599' ...-.139 List of Appendices APPENDIX A: RESUMES AND QUALIFICATIONS APPENDIX B: SEISMIC WALK-DOWN CHECKLISTS (SWCS)APPENDIX C: AREA WALK.BY CHECKLISTS (AWCS)APPENDIX D: COMPONENT LIST FOR ANCHORAGE CONFIGURATION CHECK APPBNDIX E: PERRY NUCLBAR POWER PLANT SEISMIC INFORMATION (BXCERPTS FROM UFSAR)APPENDIX F: PBRRY IPEEE VULNERABILITIBS List of Acronyms ALARA AWC AX BWR BWST CC CFR CIEL CO COLA CR DG DHR DW ECCW ECP EPRI EW FENOC FH FV GIP HPCS IB IPEEE LERF LOCA LRR MCC MOV MWOAs Low As Reasonably Achievable Area Walk-By ChecklistAuxiliary Building Boiling Water ReactorBorated Water Storage Tank Control ComplexCode of Federal Regulations Containment Isolation Equipment List Containment Combined Construction and Operating License Applications Condition ReportDiesel Generator BuildingDecay Heat Removal DrywellEmergency Closed Cooling Water Engineering Change PackageElectric Power Research Institute Emergency Service WaterFirstEnergy Nuclear Operating Company Fuel Handling Building Fussel-Vessley

Generic Implementation ProcedureHigh Pressure Core Spray Intermediate Building Individual Plant Examination of External EventsLarge Early Release FrequencyLoss of Coolant AccidentLow Ruggedness Relay Motor Control CenterMotor Operated Valve Maintenance Work Order 1V NPP NSSS NTTF OA OBE PRA PWR PY RAW RG RP SEL SFP SQUG SRO SSC SSE SWC SWE SWT SWEL TB USAR Nuclear Power PlantNuclear Steam Supply System Near-Term Task Force Operator Action Operating Basis Earthquake Probabilistic Risk Assessment Pressurized Water ReactorPerry Nuclear Power PlantRisk Achievement Worth Regulatory Guide Radiation Protection Seismic Equipment List Spent Fuel Pool Seismic Qualification Utility Group Senior Reactor Operator Structures, Systems, and ComponentsSafe Shutdown Earthquake Seismic Walk-down Checklist Seismic Walk-down Engineer Seismic Walk-down Team Seismic Walk-down Equipment List Turbine Building Updated Safety Analysis Report

1.0 INTRODUCTION

This Report presents the results of the Seismic Walk-down conducted for the Perry Nuclear Power Plant in support of FirstEnergy Nuclear Operating Company's (FENOC) response to the NTTF Recommendation 2.3 in NRC 50.54(f) Letter, dated March 12, 2012 (Reference 1).Consistent with the guidelines in the Electric Power Research Institute (EPRD Report 1025286," seismic Walk-down Guidance fo, Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic" (Reference 3), the walk-down implements the procedure described in Section 5.0 of this report.2.0 SEISMIC LICENSING BASISThe seismic licensing basis is contained in the Updated Safety Analysis Report (USAR) and implemented through installation standard specifications (ISS Series).Geologic and seismologic surveys of the site were conducted to establish two design earthquakeswith different intensities of ground motion. These are the Operating Basis Earthquake (OBE) andthe Safe Shutdown Sarthquake (SSE).The OBE is postulated to be an earthquake which could reasonably be expected to affect the plant site during its operating life. The OBE produces the vibratory ground motion for which theSeismic Category I structures, systems and components are designed to remain operationalwithout undue risk to the health and safety of the public. The OBE is considered to be a modified Mercalli Intensitv VI as measured at the site.The SSE represents the strongest vibratory ground motion earthquake for which these features (as mentioned for OBE) are, as a minimum, designed to remain functional. The SSE is considered to be a modified Mercalli Intensity VII as measured at the site.These Seismic Category I structures, systems and components, and the seismically analyzedsystems and components of the plant are necessary to assure: (1) the integrity of the reactor coolant pressure boundary, (2) the capability to shut down the reactor and maintain it in a safe shutdown condition, and/or (3) the capability to prevent or mitigate the consequences of accidents which could result in potential offsite exposures comparable to the guideline exposure of 10 CFR 100. The design earthquakes, OBE and SSE, for the plant are specified by OBE and SSE design rssponse spectra. These criteria are based on the plant site geologic investigations and seismologic recommendations as discussed in Section 2.5 of the USAR. These spectra represent earthquake ground motions that are potentially damaging to structures. While these spectra could be exceeded by ground motion "spikes" above lO Hz, such as those caused by the earthquake of January 3I, 1986, extensive investigations concerning the effects of these high-frequency motions, both from structure/equipment evaluations as well as seismological considerations,demonstrate the adequacy of the spectra used for design.Design response spectra for the SSE and OBE, as shown in Figurc3.7-1, Figure 3.J-2, Figure 3.7-3, and Figure3.7-4 (Appendix E), comply with Regulatory Guide 1.60. As shown in these figures, the vertical component is 2/3 of the horizontal component in the frequency region lowerthan 2.5 cps, and the vertical and horizontalcomponents are equal in the frequency regions higher than 3.5 cps.Safety class structures are founded on shale or on materials with equivalent seismic properties,and hence, no site dependent analysis is used. A l}-rnch layer of porous concrete is used between the shale and foundation slabs of the safety class structures. The porous concrete has a modulusof elasticityinexcess of I.2x 106psiandaminimumshearwavevelocityof 4,400fps,which is equivalent to that of the underlying shale.A list of Seismic Category I structures and the methodology used to evaluate them is documented in the attached Table 3.1 -2. The Seismic Category I systems and componentslocated in these structures have also been designed to withstand the effects of the design basis earthquakes. A list of applicable Regulatory Guides, Codes & Standards can be found in section 10: References. For the Perry Nuclear Power Plant design SSE spectra refer to figure 2-1. 0.70 G0.60 5 0.s0 E o.+o l-fi o.ao LT& 0.20 0.10 0.00 Perry SSE Spectra--(5% Dampinel 0.1 10 100 Frequency (Hz)Figure 2-l: The SSE response spectrum for Perry was digitrzed from Perry FSAR Figure 3.7-IlList of Codes and Standards for Category 1 Structures, Systems, and Components (SSCs)o ACI 3I8-l1 Building Code Requirements for Reinforced Concrete. AISC 6'h Edition. Manual of Steel Construction o ANSI 831.1 Power Piping Code 1973 Edition o IEEE 344-1975 "IEEE Guide for Seismic Qualification of Class 1E Equipment forNuclear Power Generating Plants" 3.0 PERSONNEL QUALIFICATIONSThe following FENOC personnel worked together to formulate the list of selected equipment for the Peny Nuclear Power Plant NTTF Recommendation

2.3 Seismic

Walk-down:. A. Zelaski. D. Reny o F. Beigi o R. SiemborThe ABS Consulting Walk-down Team consisted of the following individuals: o F. Beigi o E. Guerra o B. Lucarelli Mr. Ed Guerra and Mr. Brian Lucarelli served as the qualified SWEs and performed all theduties as specified in the EPRI guidance, EPRI1025286. In addition to the two qualifiedengineers, Mr. Beigi served as a structural mentor and provided overall support to the walkdownteam as well as advice and a third party oversight of field conditions and walkdown operations. Mr Beigi documented his observations in a separate checklist to be incorporated into the final signed checklists. Mr. Beigi has over 30 years of seismic structural experience including preparation and review of 4-46 and IPEEE submittals. Additionally, John Reddington served as the peer reviewer of the Licensing Basis and of theIndividual Plant Examination External Events (IPEEE). Mohammed Alvi served as the lead peerreviewer for the walk-down.The seismic walk-down personnel, peer reviewer and lead peer reviewer possess technicaldegrees from accredited universities and have been trained in the application of seismic experience data for seismic verification of nuclear power plant (NPP) structures, systems, and components (SSC). In addition to completion of the NTTF 2.3 training provided by EPRI' four of these individuals (J. Reddington, M. Alvi, F. Beigi and E. Guerra) have also completed theEPRI Seismic Qualification Utility Group (SQUG) training. Resumes and certifications of the walk-down team members are presented in Appendix A of this report.The above mentioned individuals have experience in earthquake engineering and seismic analysis. Additionally, the team has previous experience with NPP walk-downs associated withthe 4-46 program, IPEEE, and recent Fukushima related stress tests for plants outside the United States.Based on their knowledge of plant documentation, associated SSCs, equipment classes, and the previous IPEEE evaluation, these individuals supported equipment selection, walk-down planning, equipment location determination, and selection of walk-by areas for the 2.3Seismic Walk-down.4.0 SELECTION OF SSC'S Consistent with the guidance in EPRI #1025286, "seismic Walk-down Guidance," dated June 2012 (Reference 3), the process of selecting the SSCs for inclusion in the SWEL 1 and SWEL 2 lists began with the compilation of currently existing large lists. The development of the list for SWEL 1 is presented in Section 4.1 and SWEL 2 in Section 4.2. 4.I DnvnropMENT oF THE SWEL l Lrsr (RnllrED To Knv S^tr'nrv Funcuons)The process described in the EPRI Guidance document (Reference

3) was followed for selecting the SSCs. The EPRI guidance document under the sub-title "Previous equipment List" (Reference 3) says that using the previously developed IPEEE seismic equipment list as a starting point for category 1 SSCs is acceptable provided it covers all of the five safety functions requested, including the containment function. The IPEEE list for Perry does include SSCs for the five required safety functions so use of the IPEEE list as a starting point satisfies the intent of the EPRI guidance. However, for completeness, it was decided to also include SSCs from the current PRA model which also lists SSCs for these five safety functions.ABS Consulting is in the process of assisting FENOC in developing a seismic equipment list (SEL) for use in a seismic probabilistic risk assessment (PRA) for Perry.

The use of an existing internal PRA model is a prerequisite to developing such a seismic PRA. For example, the PRA modeling logic for non-seismic events was used as a starting point for the seismic PRA plant response model. It was therefore decided, to combine the lists of SSCs from both the currently available Perry internal events PRA (i.e., model PRA-PY1-FP-R0a) and the IPEEE Safe Shutdown Equipment List (IPEEE SSEL) of SSCs from the "Individual Plant Examination ofExternal Events for Severe Accident Vulnerabilities" (Reference 4). Duplicate SSCs, caused by overlap between the two lists and because the PRA contains multiple basic events for different failure modes of a single component, were removed. Thus the requirements outlined in the EPRI walk-down guidance document for preparing the SSC SEL list were adequately satisfied.Additionally, during SSC sampling in preparation for the walk-down, selections were generally made preferentially from the IPEEE SSEL list of SSCs. This was due to the fact that design packages were more likety to be available for these SSCs, and would allow the team to takeadvantage of the earlier design review work. SSCs from other sources, such as internal flooding PRA, were also chosen so that they were useful for PRA purposes. These did not appear on either of the two original source lists.Components from the internal flood PRA, the Containment Isolation Equipment List (CIEL), andthe Spent Fuel Pool (SFP) equipment List were also reviewed. Again, duplicate SSCs were eliminated. The list of systems and major components in Tables B-1 and B-3 of Appendix E of EPRI I 1025286 (Reference

3) were also reviewed for completeness.

Some SSCs were added as a resultof this review.Careful attention was paid to the SSCs in the internal events PRA that are included in the modeling of the containment isolation function and for the evaluation of interfacing LOCA frequencies. These SSCs were flagged as important to the containment safety function; i.e., they are involved in the computation of LERF.Once the initial list of SSCs was developed, it was first screened to retain only Seismic Category 1 quality equipment. Regular inspection of the SSC was also noted as this was justification for a second screen; e.g., for piping systems and containment penetrations. The following attributes of the retained SSCs were collected:Equipment IDBrief SSC DescriptionSSC location - building, elevation, flood area, and the column/row letter/numberThe room environment in which the SSC is located; including radiation level, moisturelevel, room temperature, and whether the location is inside or outside of plant buildings System ID; including both frontline and support systemsKey associated safety function from among the list of five safe shutdown and containment functions (i.e., Reactor Reactivity Control, Reactor Coolant Pressure Control, Reactor Coolant Inventory Control, Decay Heat Removal, and ContainmentFunction) and several support system functions mentioned in the EPRI walk-down guidance. Panels not previously evaluated for their associated safety functions wereassigned the designator, "operator," and retained for the selection process.. Internal event PRA Risk Achievement Worth (RAW) and Fussell-Vessely (FV)importance measures, if available.The equipment ID and description fields were used to assign each retained SSC to one of theEPRI equipment categories (from Table A-1 of EPRINP-6041, Revision 1, "A Methodology forAssessment of Nuclear Power Plant Seismic Margin [Revision 1]," Electric Power Research Institute, August lggl) used for fragility analysis. For some EPRI Categories (i.e.,0, 1, 2, and 3), a sub-category was defined and tracked separately from the original category. For example, category la was assigned for 480V breakers that are found within a motor control center (MCC)cabinet (i.e., Category 1). None of the breaker SSCs (i.e., assigned to category la) were separately selected for the walk-down because they are akeady accounted for in the selection of o o o o o o the MCCs. Check valves and manual valves were assigned to sub-category 0d to avoid categoizing these SSCs with SSCs assigned to the EPRI "other" category. Some SSCs were selected from both the 0 and 0d EPRI categories. All of the EPRI categories were later utilized as part of the SSC selection process. Except for EPRI categories 12 (air compressors), 13 (motor generators) and 19 (temperature sensors), at least I SSC was selected from each EPRI category.Base List L, as defined in the EPRI walk-down guidance, is attached as Table 4-I. The equipment coming out of Screen 3 and entering Screen 4, make up the Base List 1. All SSCs inthis table are Seismic Category 1, are not regularly inspected, and are associated with one of the safety functions and supporting systems defined in the EPRI guidance. They are therefore candidates for the SSC selection process. The column labeled "SSC source" identifies the original list from which the SSC was selected. In some cases, SSCs appeared on several lists forPerry, but only one source was listed.A review for Screens 4d (Major New & Replacement Equipment) and 4e (IPEEE Vulnerabilities) was conducted. There were no IPEEE Vulnerabilities identified for seismic equipment, and therefore no entries were made for Screen 4e. A thorough review of plant records for major changes or replaced equipment was conducted and 11 equipment types identified. A component previously undergoing change or replacement was identified with theEngineering Change Package (ECP) number.The equipment coming out of Screen 4d and entering the SWEL 1 "bucket" made up the SWEL1 list.SWEL 1, as defined in the EPRI walk-down guidance is attached as Table 4-2. The format is the same as the Base List 1 and the table is the same except that only the selected SSCS are shown.The selected SSCs have been chosen to account for a variety of systems, equipment types, room environments, and involvement in engineering change packages since the completion of theIPEEE. Operations reviewed the SWEL for completeness to ensure all appropriate systems were considered. They also reviewed the list to ensure any modifications or vulnerabilities were adequately reflected in the database. They also reviewed environmental conditions for the various pieces of equipment and whether or not there were any anomalies associated with the selected equipment. During the walkdown phase, operation personnel were available to openvarious cabinets and panels to help with the anchorage verification and cabinet inspections. A total of 109 SSCs were selected for SWEL 1. Perry plant operations staff was consulted in the SSC selection process. The selected list of SSCs was from seven different buildings andrepresented a variety of functions and environments throughout the plant. Many of the selectedSSCs are from support systems, but there were also SSCs selected from frontline systems.Although most components originated from the IPEEE SSEL or cuffent internal events PRA model, some components came from the containment isolation equipment list and the spent fuel pool equipment list. SSCs are selected from each of the safety functions and from a range of environmental conditions. Some SSCs from the Emergency Service Water System could have been included on either the SWEL I or the SWEL 2 lists but were included only on the SWEL 1 list. Therefore, some high radiation area components are only on the SWEL I list but alsorepresent high radiation environments for SWEL 2. There were 11 SSCs selected for the SWEL2 list of which some represent high radiation areas for SWELs. Most of the SSCs selected werein cool and dry areas. However, eight are chosen from waffn and damp areas, and three ate fromrelatively hot and humid areas.The column in Table 4-2labeled "Reason for Selection into SWEL 1" summarizes the basis for selecting the chosen SSCs. The screens referred to for each SSC are associated with the screen numbers listed across the top of the table. SSCs which are new or subject to a major replacementare assigned a screen of 4d. For a number of SSCs, the internal events PRA importance rankings (i.e., screen 4f) indicated that the SSC is risk significant (i.e., RAW>2 or FV>0.005). Arepresentative set, but not all, of such SSCs were therefore included in the selected list.4.2 DnvnroPMENT oF SWEL 2 r.on SpBnr FuNr POOI, RBMTED ITEMSThe functions of the spent fuel pool related systems were reviewed and equipment related to fuel pool cooling and make up were included on a new list. The functions included normal spent fuel pool cooling and spent fuel pool make-up from several available sources. Spent fuel poolcleanup equipment is not Seismic Category I and therefore, not included on SWEL 2.Base List 2 is attached as Table 4-3. The equipment coming out of Screen 2 and entering Screen3 in Figure l-2 of the EPRI walk-down guidance report make up "Base List2." All SSCs on thislist are Seismic Category 1 and involve equipment and systems related to the spent fuel pool. Attributes of the retained SSCs were collected for the following information: o Equipment ID o Brief SSC description o SSC location - by building, elevation, flood area, and the column/row letter/number o The room environment in where the SSC is located; including radiation level, moisturelevel, room temperature, and whether the location is inside or outside of plant buildings.The equipment ID and description fields were used to assign each retained SSC to one ofthe EPRI equipment Categories. These EPRI categories were later employed as part ofthe SSC selection process.At Perry, there is only one path that could result in a rapid drain-down of the SFP and leave less than 10 feet of water above the top of the spent fuel. The one line is a 6 inch drain line to the Cask Pit section of the SFP. This 6 inch drain line is embedded in concrete up to a manual isolation valve that is normally closed. The manual isolation valve is included on the SWEL 2 list. There are no other lines or equipment connected to the SFP in such a way that failure couldresult in a rapid drain-down below a water level of 10 feet above the top of the spent fuel. The other lines connected to the SFP all have pipe embedded in concrete and have siphon breakerslocated more than 10 feet above the top of the spent fuel to prevent draining. SWEL 2, as defined in the EPRI walk-down guidance is attached as Table 4-4. The equipmentcoming out of Screen 3 and entering the SWEL 2 'bucket" in Figure l-2 from the EPRI walk-down guidance report make up this second Seismic Walk-down Equipment List. The format is the same as that in Base List 2, and the table entries are the same except that only the selectedSSCs are shown. The selected SSCs have once again been chosen to account for a variety ofequipment types and room environments. 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5.0 SEISMIC

WALK.DOWN AND AREA WALK-BYS This section summarizes the activities prior to, during, and after performing the NTTF 2.3 seismic walk-down and area walk-bys. It also presents the results and findings of the walk-down, and documents the checklists utilized to record the walk-down data.It is concluded that the approach implemented to conduct the seismic walk-downs and atea walk-bys satisfies the characteristics and recommendations outlined in EPRI Report 1025286.Therefore, by following these guidelines, the walk-down approach and format of the results documented herein fulfills the requests established in the NRC 50.54(0 letter, Enclosure 3, Recommendation 2.3 : Seismic.5.1 W,rr,r-DowNPnnp^q.RATIoNThe overall procedure directly implements the EPRI guidelines. However, because of their unique nature, the following description gives special attention to the selection and execution ofthe configuration checks of selected anchorage. EPRI guidelines recommend that a minimum of 50 percent of the equipment considered in the walk-down be examined to document the existing anchorage configurations, and assess this configuration relative to the design basis. It also recommends that the block wall maps be retrieved to document previous evaluations in support of NTTF 2.3. However, Perry NPP does not possess any safety related masonry block walls associated with Seismic Category I components, thus the process to verify block wall adequacy per IE 80- 1 t has been omitted for this walk-down.Prior to the walk-downs, the Seismic Walk-down Engineers (SWE) examined available plant documentation associated with anchorage design and correlated this to relevant SWEL components, the respective Seismic Walk-down Checklists (SWC), and Area Walk-By Checklists (AWC). This pre-walk-down activity contributed to gaining familiarity and critical insights regarding the components and areas to be walked down. The relevant design documentation, drawings and calculations were uploaded to each of the SWEs electronic tabletsfor use in verifying, if required , any anchorage configuration during the walk-downs.Radiation and High Radiation Maps were also incorporated into the SWEs electronic tablets prior to the walk-down proceedings. This action helped the SWEs conduct briefs with Radiation Protection (RP) prior to entering any radiation, high radiation, or contaminated areas. This 118 practice resulted in lower than expected doses for the walk-down team, and were noted by thesite as good ALARA practices. 5.2 NTTF 2.3 W.LLK-DowNS The NTTF 2.3 walk-downs at Peny were performed over a duration of five days from August 6 to August 10, 2012. During the walk-downs, the SWEs completed the walk-down checklists as SWEL components were inspected. The SWEs discussed their observations and judgments with each other, and collectively came to agreement on the results of their Seismic Walk-downs and Area Walk-Bys before documenting the results on SWCs or AWCs. Any issues that could not readily be resolved or agreed upon by consensus of the SWEs were further evaluated at the endof each day through further assessments (e.g., calculations) or identification of existing plant documents. If any identified condition could not be easily determined to be acceptable, a Condition Report (CR) was issued on the same day to be further evaluated for compliance withthe Seismic Licensing Basis and additionally to be evaluated under the plant's Corrective Action Program.Selected anchorage configurations were verified for 50 percent of the floor or wall mountedcomponents on the SWEL. The anchorage was compaired to design documentation, includinganchorage design drawings and IPEEE calculations. 5.3 Posr Wu,r-DowN AcrwrrIES The primary activity after the walk-down involved compiling the SWCs and the AWCs.Additional documentation, such as design calculations and/or IPEEE submittals, were alsoreviewed to support configuration checks. Photographs taken during the walk-down were linkedto the respective checklists. Some of the findings from the walk-down, which could not readilybe dispositioned during the walk-downs, were evaluated further through additional calculation/modification package reviews for proper disposition. Any potentially adverse seismiccondition identified in either the equipment Seismic Walk-downs or the Area Walk-Bys wereevaluated with respect to their seismic licensing basis at the end of each day. In some cases the adverse condition was resolved through additional assessment in the form of calculations or identification of plant documents that substantiated the as-built condition. If the potentiallyadverse seismic condition could not be readily shown to meet its seismic licensing basis, then thecondition was immediately documented in a Condition Report (CR) to be further evaluated under the plant's Corrective Action Program (CAP). The results of these assessments were then t19 documented in their respective SWCs or AWCs. For this reason, the checklists were not formallysigned until all the documentation including reviewer comments were incorporated. This reportserves as the official documentation of the walkdown although the date of the report approval is different than the dates of the walk-downs. No "timeline" can be reconstructed to document the internal comment cycle and this report serves as a "snapshot" assessment of plant conditions. The post walkdown activity also developed this walkdown report.5.4 PoTnNTIALLy AnvBnsE CoNDITIoN RnponrINGProcess used in determining whether an identified potentially adverse condition required entry in the site's corrective action program or not: The Seismic Walkdown Enginerers (SWEs) documented their findings in the field directly in IPads that were used in completing the walkdown checklists. Once they identified any potentiallyadverse condition during their walk-downs, they immediately consulted among themselves firstto determine if the identified anomaly had any significant impact on the SSC's capability to perform its intended design function. The basis for this assessment was based on design basis acceleration level at the base of the SSC, load carrying capability of the component, significanceof the issue, significance of the component, allowable stresses per AISC and ACI codes, and any other attribute that would help in making a sound engineering judgment. If additionalinformation was needed, they immediately contacted site engineers to gather additional datalinformation to make a decision. If any immediate action was required, it was taken accordingly. Additionally, technical expertise and the knowledge of the site structural engineering personnel were utilized in evaluating the identified anomaly and making a decisionwhether it required entry to corrective action program. This was done as they were moreknowledgeable in the design and licensing basis of the plant.At the completion of walkdown activities each day, a collegial meeting was held between the walkdown team, the team's mentor, Farzin Beigi, the Peer Reviewers, and the site design engineering personnel to debrief the findings of the day and any potential conditions adverse to quality. Any condition that was clearly a violation of the design or licensing basis was written asa condition report on the day of discovery. Some conditions were not clearly violations, but itmay have been unclear whether there was any cause for concern. These conditions appeared to meet their design requirementso but required some verification. These items are noted in Table6-5 and Table 6-6. The tables document "potential" issues that would be adverse to quality. In general, they are a documentation of varying degrees of experience and use of engineering t20 judgments. The basis for excluding an issue from being a condition report is documented in the walkdown checklist to ensure retrievability. 6.0 6.1

SUMMARY

OF THE WALK.DOWN RESULTSW,lx Dowu IrBus AND W.tx-Bv AnBmThe SWEL I included a total of 109 components, and SWEL 2 included a total of 11 components. From this total of 120 components, 110 components were walked down and 10 components were inaccessible and will require walk-down during the next refueling outage. The SWEL 1 included nine items located in the Drywell and SWEL 2 included one item in the Intermediate Building, which were inaccessible and therefore were not walked down. These items will be walked down during the next refueling outage. Table 6-1 and Table 6-2 identifythe walk-down items and walk-by areas, respectively. The area walk-bys and the walk-downitems are cross-correlated on the respective SWCs and AWCs. Table 6-3 lists the components that will be walked down during next refueling outage and Table 6-4 provides the total number of walked down components arranged by their respective EPRI equipment classes. Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL L+2) *Equipment ID No Equipment Class Bldg Floor EI 0G41A0002A

21. Tanks and Heat Exchangers IB s99 0c4rc0003A

5. Horizontal Pumps IB 574 0G41C0003B

5. Horizontal Pumps IB 574 0G41F054240D. Other-Check Valve or Manual Valve IB 574 0G41F05428 0D. Other-Check Valve or Manual Valve IB 574 0G41F0545A0D. Other-Check Valve or Manual Valve IB 514 0G41F054580D. Other-Check Valve or Manual Valve IB 574 0G41F054640D. Other-Check Valve or Manual Valve IB 574 0G41F05468 0D. Other-Check Valve or Manual Valve IB 574 0H51P0039 20. Instrument and Control Panels CC 574 0H51P016420. Instrument and Control Panels CC 679 0H51P0193 20. Instrument and Control Panels CC 574 0H51P0318 20. Instrument and Control Panels CC 574 0H5 lPl31020. Instrument and Control Panels EW s86 0M23C0001A

9. Fans CC 679 0M23C0002A

9. Fans CC 679 0M23F0100A

9. Fans CC 679 0P47B0001AI 1. Chillers CC 574 0P47C0001A

5. Horizontal Pumps CC 574 0P49D0001A

0. Other EW 586 0P49F0502A^

0D. Other-Check Valve or Manual Valve EW 586 0R24S0020 1. Motor Control Centers CC 620 0R42S001 I 16. Battery Chargers and Inverters CC 620 1B21N0067C18. Instrument (on) Racks CO 620 1821N0073C18. Instrument (on) Racks CO 620 1C11F00838A. Motor-Operated Valves FH 620 1C11F0110A

88. Solenoid Valves CO 642 1C11F01604' 8B. Solenoid Valves CO 642 1C22P0001 20. Instrument and Control Panels CC 654 1C41A000321. Tanks and Heat Exchangers IB 620 1C41C0001A5. Horizontal Pumps CO 642 1C41F0001A8A. Motor-Operated Valves CO 642 1C41F0029A

7. Pneumatic-Operated Valves CO 642 1E1280001B

21. Tanks and Heat Exchangers AX s99 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL 1+2) *Equipment ID No Equipment Class Bldg Floor EI 181280001D21. Tanks and Heat Exchangers AX s99 1E12C000286. Vertical Pumps AX 574 1E12F0003B 8A. Motor-Operated Valves AX 574 1E12F00048 8A. Motor-Operated Valves AX 574 IEIZFOO29B 0D. Other-Check Valve or Manual Valve AX 574 1E12F0048B 8A. Motor-Operated Valves AX 599 1E21C000r 6. Vertical Pumps AX 574 1E21F00018A. Motor-Operated Valves AX 574 1E21N005018. Instrument (on) Racks AX 574 1E228500321. Tanks and Heat Exchangers DG 620 1E22C0001 6. Vertical Pumps AX 574 1822F0004 8A. Motor-Operated Valves AX 620 1E22F0010 8A. Motor-Operated Valves AX 574 rE22F00240D. Other-Check Valve or Manual Valve AX 574 1E22N000518. Instrument (on) Racks AX 574 1E22S000117. Engine Generators DG 620 1E22S000515. Battery Racks CC 620 1E5180002 21. Tanks and Heat Exchangers AX 574 1E51F0045 8A. Motor-Operated Valves AX 574 1E51N0055A

18. Instrument (on) Racks AX 574 1G41F0145 8A. Motor-Operated Valves IB 620 1G43N0060A

18. Instrument (on) Racks AX 574 1G43N0060B18. Instrument (on) Racks AX 574 1H13P0701 20. Instrument and Control Panels CC 654 1H51P003720. Instrument and Control Panels AX 599 rH51P087120. Instrument and Control Panels CC 620 1H51P097520. Instrument and Control Panels AX 599 IH5IPI42T20. Instrument and Control Panels DG 620 lM16F0020A 0D. Other-Check Valve or Manual Valve CO 642 1M3980001B

9. Fans AX 574 1M3980003 9. Fans AX 574 1M3980006 9. Fans AX 574 1M43C0001A

9. Fans DG 620 1M43C0002B

9. Fans DG 620 1M43F0030A

7. Pneumatic-Operated Valves DG 620 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) *Equipment ID No Equipment Class Bldg Floor EI 1M43F02208 8A. Motor-Operated Valves DG 620 1P42A0001B21 . Tanks and Heat Exchangers IB 66s 1P42800018 Zt.Tanks and Heat Exchangers CC 574 1P42C00018

5. Horizontal Pumps CC 574 tP42F0665A

7. Pneumatic-Operated Valves CC 574 TP42FO665B

7. Pneumatic-Operated Valves CC 514 1P43F0055 8A. Motor-Operated Valves IB s99 1P45C00018

6. Venical Pumps EW 586 1P45F01308 8A. Motor-Operated Valves EW 586 1P45F0660 0D. Other-Check Valve or Manual Valve EW 586 1P57A0003A21. Tanks and Heat Exchangers FH 620 1P57F0015A 8A. Motor-Operated ValvesIB599 1P57F00158 8A. Motor-Operated Valves AX 620 1R22S0006-E04

4. Transformers CC 620 1R22S0007 3. Medium Voltage Switchgear CC 620 1R22S00092. Medium Voltage Switchgear CC 620 1R23S00122. Low Voltage Switchgear CC 620 1R24S00281. Motor Control Centers CC 620 1R24S0032 1. Motor Control Centers EW 586 1R25S001420. Instrument and Control Panels CC 620 1R25S0016 20. Instrument and Control Panels CC 620 1R25S001814. Distribution Panels CC 620 1R255002014. Distribution Panels CC 620 1R25S002214. Distribution Panels CC 620 1R25S0025 4. Transformers CC 620 1R2550033 4. Transformers CC 620 1R42S0002 15. Battery Racks CC 638 1R42S0008 16. Battery Chargers and Inverters CC 638 1R42S001214. Distribution Panels CC 638 1R42S0013 14. Distribution Panels CC 638 1R42S0014 14. Distribution Panels CC 638 1R42S00242. Low Voltage Switchgear CC 638 1R42S00372. Low Voltage Switchgear DG 620 1R42S00381. Motor Control Centers CC 638 1R4350001B

17. Engine Generators DG 620 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) *Equipment ID No Equipment Class Bldg Floor EI 1R45A0003A21. Tanks and Heat Exchangers DG 620 1R45C000285. Horizontal Pumps DG 620 1R45C0003A

5. Horizontal Pumps DG 620 1R45N0140A18. Instrument (on) Racks DG 620 1R4680001A21 . Tanks and Heat Exchangers DG 620 1R46800028

21. Tanks and Heat Exchangers DG 620 2R42S00372. Low Voltage Switchgear CC 620* Does not include items in Table 6-3, which will be walked down during the next plant outage.Table 6-2: Perry NTTF 2.3 Walk-By Areas Room Blde Floor El 1AB-1a AX 574 1AB-lc AX 574 lAB-1e AX 574 1AB-le (2)AX 599 1AB-1f AX 574 1AB- It (2)AX 620 1AB-1g AX 574 1AB-2 AX 599 1AB-3a AX 620 lCC-3a CC 620 1CC-3b CC 620 lCC-3c CC 620 ICC-4c CC 638 1CC-4g CC 638 1CC-4h CC 638 1CC-5a CC 654 lDG-la DG 620 1DG-lb DG 620 lDG-1c DG 620 2CC-3a CC 620 ZCC-6a CC 679 Table 6-2: Perry NTTF 2.3 Walk-By Areas Room Blds Floor El CC-1 CC 574 co-620 CO 620 co-642 CO 642 EW-1 EW 586 FH-2a IB 599 FH-3a FH 620IB- 1a IB 574 TB-2 IB 599 rB-2 (2)IB 599 IB-3a IB 620 IB-4 IB 665 DW-630 DW 630 DW-599 DW 599 FH-574 FH 574Table 6-3:

Perry NTTF 2.3lnaccessible Items on SWEL l+2 *Equip. ID Description Blde EI Column/Row or Deg 1821A0003A Accumulator For F0041A DW 630 58 DEG 1B21F0022A TB MSIV 821-FOO22A DW 6301 DEG 1821F0041A ADS Valve DW 630 55 DEG 1821F04r0A SV For F041A DW 630 55 DEG 1821F04r0B SV For F041A DW 630 55 DEG 1B33C0001A RX Recirculation Pump A DW 599 145 DEG 1E51F0063 lE5l -F0063 Motor Valve DW 626 O DEG 1H22P0011 Standby Liquid Control Instrument Rack CO 642 266DEG 1H51P1335 SDV Local Instrument Rack CO 620 95 DEG 0G41F0581Fuel Pool Cask Pit Drain Isolation Valve FH 574 Hl07* These items were walked down during the March/April 2OI3 refueling outage Note: The components identified in Table 6-3 were walked down during March/Apil 2013refueling outage and no adverse findings were identified for these components and in the associated rooms. Table 6-4: Perry NTTF 2.3 Components Categorized by EPRI Classes EPRICat No.Bquipment Description Components Walked Down 0 Other 13 1Motor Control Centers and Wall-Mounted Contactors 4 2 Low Voltage Switchgear and Breaker Panels 4 3 Medium Voltage, Metal-Clad Switchgear 2 4 Transformers 3 5 Horizontal Pumps 8 6 Vertical Pumps 4 7 Pneumatic-Operated Valves 8 8 Motor-Operated and Solenoid-Operated Valves I9 9 Fans 5 10Air Handlers 2 l1 Chillers I l2Air Compressors 0 t3 Motor Generators 0 t4 Distribution Panels and Automatic Transfer Switches 8 15 Battery Racks 2 I6Battery Chargers and Inverters 2 I7Engine Generators 2 18 Instrument Racks 8 T9 Temperature Sensors 0 20 lnstrumentation and Control Panels I2 2I Tanks and Heat Exchangers t3 6.2 Wax Dowll AND Annl Walx-Bv FnDINGS The examination of walk-down items and observations in area walk-bys confirms the generalseismic robustness of the design and installation of SSCs at Perry The Plant is well maintained and no major issues related to potentially adverse conditions were uncovered. In general, basedon the limited number of potentially adverse seismic conditions identified during the walk-down,it can be concluded that most components and areas were found to be in good condition and no major degraded or design non-conformances were identified. Generally, the nature of the potentially adverse conditions was related to credible interaction effects and conformance with plant control process.Several relatively minor findings are reported here. Observations in this respect are organized onthe basis of potentially adverse seismic conditions identified during both Seismic Walk-downs and Area Walk-Bvs.6.2.L Seismic Walk-down FindingsThe following section presents potentially adverse seismic conditions and findings identifiedduring the Seismic Walk-downs. A total of 1l potentially adverse seismic conditions were identified during the Seismic Walk-downs. Table 6-5 provides a summary of all 11 adverse finding conditions identified. As shown in Table 6-5, only two condition reports were issued,which required Licensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation was not required are provided in the Component's respective SWC provided in Appendix B.Table 6-5: Potentially Adverse Seismic Conditions Identified from SWC's Equipment ID No Equipment Class Description of Adverse Seismic Condition Licensing Basis Bvaluation Required Reference for Justification rR22S0006-8044. Transformers Unrestrained storage locker.Y cF.2012-12222 (Initiated on 8t7 trz)1R24S00281. Motor Control Centers Shims-Embed Weld Detail N SWC for 1R24S0028 Table 6-5: Potentiallv Adverse Seismic Conditions Identified from SWC's EquipmentID No Equipment Class Description of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification 1R25S001620. Instrument and Control Panels Shims-Embed Weld Detail N SWC for 1R25S0016 0R24S0020l. Motor Control Centers Shims-Embed Weld Detail N SWC for 0R24S0020 1R25S001420. Instrument and Control Panels Shims-Embed Weld Detail N SWC for 1R25S0014 1R25S001814. Distribution Panels Shims-Embed Weld Detail N SWC for 1R25S0018 1R255002014. Distribution Panels Shims-Embed Weld Detail N SWC for 1R2550020 1R25S0022I 4. Distribution Panels Shims-Embed Weld Detail N SWC forl R2550022 1R42S00242. Low Voltage Switchgear Centered trolleys on top of switchgear N SWC for 1R42S0024 1R23S00122. Low Voltage Switchgear Centered trolleys on top of switchgear N SWC for 1R23S0012 1H51P0037 20. Instrument and Control Panels Scaffold storagerack close to HVAC control panel Y cR 2012-1237 5 (Initiated on 8lLDl12)Conditions which were noted but subsequently resolved are briefly described below.t29 o Shim - Embed, WeId Details for MCCs and PanelsDuring the walk-down proceedings, several MCCs, including 1R24S0028, were apparently missing part of the stitch welds at the base. A portion of the base is stitch welded directly to theembedment and the rest is welded to shims that appear to only bear on the embedded angle. Thisfinding was addressed adequately in calculation SQ-0178 for ECP 02-0184 rev 0 and all referenced Design Inputs (i.e., the shims are slot welded to embed angles). No further action was required.Figure 6-1: Missing shim plates on MCC embed 130 o Trolleys on top of Swilchgears SWEs identified trolleys with hoists that were on top of switchgear SWEL components. These trolleys with hoists that are free to move could create a potential adverse interaction by banging into end stops during an earthquake. These conditions were resolved by ensuring the hoist wasproperly tagged and restrained within the trolley. In addition, it was confirmed that the issue was addressed during the IPEEE program and no further action was required.Figur e 6-2: Centered trolley on top of switchgear 131 o Unrestrained storage lackerAn unrestrained storage locker approximately 76 inches tall was identified in the Unit I Division2 switchgear room. This was considered as a potential interaction hazard due to the proximity with the Class lE electrical bus EHl2. The electrical bus FjHl2 powers Division 2 safety systems. The SWT confirmed that there was an existing IPEEE vulnerability resolution associated to this condition, and that its intent was to replace the locker with a shorter locker.The resolution was not implemented. A condition report (CR 2012-12222) was written to document the issue and operations personnel were notified. The storage locker was subsequently removed from the room. Figure 6-3: Storage locker near bus EHlz r32 c Scaffold storage rack close to HVAC control panel During the seismic walk-downs, a scaffold storage rack was identified close to an HVAC controlpanel located in Auxiliary Building on floor elevation 599'. The top storage section of the rackwas found with inadequate restraint, posing a potential impact from sliding of scaffold planks and tubes during an earthquake, thus hitting the HVAC control panel for the Division I and Division 3 pump rooms. A condition report (CR 2012-12375) was issued to address this condition.Figure 6-4: Scaffold storage rack close to HVAC control panel r33 6.2.2 Area Walk-By FindingsThe following section presents potentially adverse seismic conditions and findings identified during the Area Walk-Bys. A total of 7 potentially adverse seismic conditions were identified during the area walk-bys. Table 6-6 provides a summary of alll adverse findings identified. As shown in Table 6-6, three condition reports were issued, which required Licensing BasisEvaluation. Justifications for findings for which a Licensing Evaluation was not required areprovided in the Area's respective AWCs provided in Appendix C. Table 6-6: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys Area Bldg Floor BI Description of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification CC-I CC 586 Flexible branch lines for fireprotection piping N AWC for CC-1 1CC-5a CC 654 Control room ceiling grates Y cR 2012-12335 (Initiated on 8t9lr2)CC-1 CC 586 Unanchored Instrument Air Dryers N AWC for CC-l CC-1 CC 586 Seismic violation tags on cast iron pipes N AWC for CC-l rB-2 (2)IB s99Scaffold structure for chiller unit Y cR2012-12373 (Initiated on 8trOtr2)I CC-5aCC 654Validation of IPEEE commitments Y cR 2012-12331 (Initiated on 8t9tr2)1AB-2 AX 599 Flooding Source in AX at El 599'N AWC for lAB-2 GeneralSummary of potential issues identified during the walk-downs Y cR 2012-12466 (Initiated on 8t3t12) o Flexible branch lines for ftre protection pipingDuring the area walk-bys, SWEs identified fire protection piping with rather flexible configurations and Victaulic fittings in area CC-l on the CC 574'. This could expose the ECCWsystem to seismic induced flooding from the fire protection piping system in the area. It wasverified that the Victaulic couplings are Type 77, and that they are grooved couplings with good seismic performance. The actual field routing and support configuration of the fire suppressionsystem, as well as potential targets, were evaluated and determined to be satisfactory. Figure 6-5: Branch lines for fire protection piping located in CC-l at elevation 574'o Control room ceiling gratesWhile inspecting the Control Room area, it was noticed that ceiling grates were not tied off vertically such that they could potentially dislodge and fall during an earthquake. In order toassess this finding, calculation 36.75.2.2 was reviewed. The upper ceiling assembly had a finiteelement analysis and a manual calculation of the support rods for the egg crate drop-ins. These documents identified no seismic concerns. Even though the seismic design basis requirementswere met, an enhancement condition report (CR 2012-12335\ was written to identify an opportunity to improve the standard by tie wrapping the egg crate tiles to ceiling's cross members.135 o Unanchored Instrument Air Dryers Instrument Air Dryers (1H51P0097) located in area CC-l on CC 574' were identified with missing anchorage. This equipment could break free and strike nearby air receiver tanks during a seismic event. SWEs identified this unanchored equipment as a non-safety related componentand it was installed in that location per the original design. A subsequent walk-down was performed by a FENOC structural engineer, and it was confirmed that there are no safety relatedcomponents located in the near vicinity of this rack, as well as no seismic IVI concern. It was concluded that this unanchored condition was acceptable and no further action was required. Figure 6-6: Unanchored instrument air dryers located in CC-1 onCC 574'136 o "Seismic Violation" tags on cast iron pipes Some cast iron pipes were identified with tags reading "seismic Violation" while walking down area CC-l on CC 574'. Tags were found with unique identification numbers. After post-walk-down discussions, it was confirmed that these tags related back to a seismic walk-down from thepast, which had identified issues, and that Design Engineering previously resolved these issues.The 36-series structural calculations document these analyzed conditions. It was determined that no further action was requir94, Figure 6-7: Castiron piping identified with "seismic Violation" Tags t37 o Scaffold. structure for chiller unit While performing an irea walk-by walk-down, a scaffold structure was identified as being used as a support system for a chiller unit in area IB-2 on lntermediate Building at elevation 599'. Thescaffold was located next to a motor operated valve (1P43F0055). It was judged that there was no potential interaction with the MOV. However, a condition report (CR 2012-12373) wasissued to address what appeared to be an unauthorized modification to the plant for a chiller unit on IB 599' that is supported by f@Figure 6-8: View of scaffolding structure for chiller unit o Validation of IPEEE cotnmitrnents During the walk-down proceedings, it was observed that spatial interaction and relay chattervulnerabilities identified during the 1990's IPEEE program have not been adequately resolved.The spatial interaction vulnerability originated from control room furniture that could impact cabinets containing seismic sensitive relays. A confirmatory walk down was performed, and there remained one furniture spatial interaction with cabinets P872 and P865. There was a table and a podium stored in close proximity to these cabinets. The furniture was subsequently moved to Unit 2.138 Calculation 2:13.7 identifies certain relays related to the High Pressure Core Spray System (HPCS) system that would require operator action (OA) in the case of a seismic event.According to the calculation, there are 16 GE HFA Low Ruggedness Relays (LRRs) in theHPCS control circuitry. 1l of these relays are classified as "chatter acceptable" while the remaining five require OA after a period of strong shaking.A condition report (CR 2012-12331) was issued to identify the IPEEE commitment associated with these five relays and the aforementioned control room spatial interaction. o Flaoding Source in AX at elcvation 599'A potential seismically induced flooding source was identified from the TB Water Chiller (1P46B001A) located in area lAB-l on AB 599'. After further review, it was noted that thecomponent is a Non-Category I system, and therefore, it was not considered as a design or licensing basis issue. Funhermore, flooding consequences are non significant, based on thelimited volume of water and no Category I components in the vicinity of the component in question.Figure 6-8: Potential flooding source on AX 599'r39

6.3 CourrcuRATIoN

CnncrsThe SWpL I+2 included J9 rtems, which were not in-line components such as valves. The process of verifying the anchorage configuration focused on 40 SWEL components selected prior to walk-down proceedings. Appendix D provides a list of the 40 components which comprise the anchorage configuration. The list is linked to the specific references used for verification purposes; i.e., IPEEE calculations, design drawings, etc.The anchorage configuration for each of the 40 SWEL components listed in Appendix D wasverified based on IPEEE calculations and/or Plant Design documentation. SWEs referred to design drawings as the main reference for anchorage verification whenever possible to have a complete field inspection of the anchorage. The design drawings were uploaded onto electronic tablets for quick accessibility during the walk-downs and verification of the as-installed configuration against the design drawings. In cases where design basis drawings were notreadily identifiable, SWEs referred to previous IPEEE calculations to ensure that the configuration was assessed during the IPEEE program and no new design concerns wereidentified. These configuration checks verified consistency of as-installed conditions to that ofthe design drawings/calculations in all 40 instances.

7.0 LICENSING

BASIS EVALUATTONLrcnNsING Blsrs Ev^t l-,uATIoN PnnsonNEL 7,1 The licensing basis evaluations for the condition reports generated during the Seismtc 2-3 walk-downs were exclusively performed by the structural personnel from Perry Design Engineering organization as they were the most knowledgeable on the plant's design and licensing basis requirements.

7.2 SuIuunRY

oF LrcnNsING BmTs Ev.q.LUATION PNNTORMED Six condition reports (CR) were generated as a result of these walk-downs . The following is a list of the condition reports written as a result of the walk-downs: CR 2012-12222, CR 2012-12331, CR 20r2-r2335,CR 2012-r23l3,CR 2012-12375 and CR 20t2-12466. The followingsummarizes the condition and resolution to the condition reports written. CR 2012 -12222 (Initiated on 817 ll2)This condition report documents an unrestrained storage locker which could overturn and strikethe safetyrelated electrical bus 8H12. This was previously identified during the IPEEE walk-downs as a vulnerability. The storage locker was removed from the location and relocated to amaintenance shop. CR 2012-12331 (Initiated on 8l9ll2)This condition report documents that Operator Actions may be required to manually reset relaysafter a seismic event as they are susceptible to relay chatter during a seismic event. This was previously documented in Calculation 2:13.001 but was not reflected in the Alarm Response Instruction (ARI) procedures. Corrective Actions 2012-12331-1 and 20I2-L233I-2 wercinitiated to update the ARIs associated with the relays.Additionally, the condition report documents a spatial interaction with control room furniturelocated near control room panels P872 and P865. The furniture was removed and relocated tothe Unit 2 Control Room.CR 2Ot2-12335 (Initiated on 819 l 12)This condition report documents the control room lower ceiling tiles do not meet industry standards for seismic considerations. While Perry is not a Seismic Qualification Utility Group (SQUG) plant, plants utilizing SQUG methodology have used plastic tie wraps to tie adjacentceiling tiles. This ensures that during a design basis seismic event, if the tiles get dislodged from the framing, they will not fall directly onto personnel or on any cabinets below. Thismodification will help ensure the operability of the components in the control room. This is not adeviation from any design basis requirements. The control room ceiling consists of an upper andlower ceiling. The upper ceiling has been seismically analyzed and the lower ceiling is rod hung from the upper ceiling with 318" diameter threaded rods. Preliminary calculations concluded thatthe 3/8" diameter threaded rod with approximately 3' length has a buckling capacity of around 140 pounds, which is more than enough to resist any upward load from the ceiling tiles during adesign basis seismic event. Therefore, the lower ceiling is capable to perform its intended design function, and thus does not pose any operability concern. Notification 6007 69396 was initiated to install plastic tie wraps to tie adjacent ceiling tiles.CR 2012-1237 3 (Initiated on 8/1 0/1 2)This condition report identifies air conditioning/cooler units in a scaffolding enclosure without proper evaluation. The investigation into this condition report documented that the components t4t had been evaluated by FCR 22300 and Calculation 36:01 .3.2.16.84. As the condition had been evaluated and properly documented no adverse condition existed. Notification 600784453 was initiated to install a storage label near this location to inform of the evaluation.CR 2012-12375 (Initiated on 8ll0ll2)This condition report identifies a potential seismic IUI concern due to a scaffold storage rack located next to a Division l/Division 3 HVAC panel. The investigation into this condition report documented that the scaffold is installed in accordance with all applicable plant procedures and guidance, and has adequate clearance to the aforementioned equipment. Additionally, CorrectiveAction 2012-1237 5-l was initiated to eliminate the temporary scaffold storage location from this location.CR 2012-12466 (Initiated on 8/13112)This condition report was written to summartze the potential issues that were identified duringthe walk-downs. This condition report does not identify any previously unidentified concerns or issues.8.0 IPEEE vULNERABILITIESThe IPEEE submitted by the Perry Nuclear Power Plant in June (later resubmitted on lluly 22,L996) was reviewed for identified seismic vulnerabilities. The submittal stated on page 8-1, that four enhancements to reduce the threat of spatial interactions were identified and in the processof being implemented. Section 3.L.4.3.1 "spatial Interaction Results" documents the spatial interaction problems as housekeeping issues. This task, 2.3 seismic walk-down, treated the spatial interaction problems as commitments and wrote two condition reports documenting the failure to resolve the issues. Calculations were reviewed and the "enhancements," their reference, and final resolution are documented in Appendix F.Section 3.1.4.2.3 documents the relay chatter summary of results. The analysis is treated in section 3.1.4.2.2 and states that there are 5 relays that require manual operator actions to reset post seismic event. The results of this evaluation are contained in Appendix F, and a conditionreport was generated for failure to modify the operation procedures to alert the operator that post seismic event, certain relays may need to be reset. 9.0PEER REVIBW Rorn or Psnn RnvIEwER 9.r The peer reviewers consisted of Mohammed Alvi (Lead) and John Reddington. Both of theseengineers have a structural background with more than 25 years of experience in the nuclearindustry. Both have a degree in structural engineering, are SQUG qualified and completed the EPRI Seismic 2.3 trarntng.The peer review was performed in accordance with the EPRI Document 1025286 and the peer reviewers remained independent and were not involved in any preparation or performing any activities outside of what is required by EPRI 1025286 for peer reviewers. The peer review first started with the review of SWEL 1 and 2 to ensure that the guidance of the EPRI document was followed, e.8., Screens 1,2,3 and 4, etc. This was confirmed by reviewing the Excel spreadsheet prepared for the development of SWEL I and SWEL 2. Confirmation was made whether the components selected represented various types of systems, major new or replacement equipment, a variety of types of equipment in a variety of environments, whether they represent the five safety functions, and if any equipment was enhanced due to vulnerabilities identified during theIPEEE program. Both the peer reviewers concluded that the SWEL lists were completed in accordance with the EPRI document. Next in the process, the peer reviewers accompanied the walkdown engineers in sample walk-downs. During sample walk-downs, the peer reviewers observed how the walkdown engineers conducted their work, interviewed them about their knowledge of walkdown guidance, and noted any issues that were not identified by the walkdown team.Once the walk-downs were completed on any given day, the peer reviewers participated in thedaily end of the day debrief meetings. At these meetings, the peer reviewers observed the discussions among the walkdown team members where decisions were made for any issue that required the initiation of a condition report or for the basis to not initiate a condition report.Basically the peer reviewers reviewed the decisions for entering or not entering the potentiallyadverse conditions in the corrective action process.After the walkdown checklists were signed off by the two walkdown engineers, the peer reviewers review ed l00Vo of the checklists and commented on the contents of the checklists, even though the the EPRI guidance calls for review of only sample of the checklists. The peer reviewers verified that their comments were successfully resolved/implemented. The peer review activities were performed during implementation of the walkdown program inparallel rather than at the end of the process until the work was completed.Finally the peer reviewers summarized the results of their review, reviewed the contents of the submittal report and signed the report.9.2 SuruunRY oF Pnnn Rnvmw Pnocnss A peer review of the Submittal Report for the Near Term Task Force Recommendation 2.3"seismic Walk-downs" was performed using the guidance provided in Section 6 of EPRI Document 1025286, "seismic Walk-down Guidance." The following are the peer reviewers for the Perry Nuclear Power Plant: o Mohammed Alvi (Team Leader)o John Reddington The peer review process included the following activities:Review the selection of the SSCs included on the SWEL Review a sample of the checklists prepared for the seismic walk-downs and area walk-bysReview the Licensing Basis EvaluationsReview the decisions for entering the potentially adverse conditions into the Corrective Action Program (CAP).Review the submittal repon Summarize the results of the peer review process in the submittal report A. Review the Selection of the SSCs Included on the SWEL: The peer review concluded that the selection of Seismic Walk-down Equipment List (SWEL)was performed in accordance with guidance provided in Section 3 of EPRI Document 1025286"seismic Walk-down Guidance." The peer reviewers used the checklist provided in Appendix F of this document, which is enclosed. Also, an ex-senior Reactor Operator (SRO) from the PerryNuclear Power Plant acted as Operations representative during the selection of the SWEL.a o o o o o r44 Appropriate Figures 1-L, !-2 and l-3 of the EPRI DocumentIO25286 were used, and the final SWEL I and SWEL 2 werc developed. The peer review confirmed that the following EPRI screens were used in the selection of SWEL 1: Screen 1: Seismic Category IScreen 2: Equipment or SystemScreen 3: Support for the five safety functions Screen 4: Sample Considerations The plant did use the existing documentation that resulted from IPEEE program in identifying the components. A matrix/spreadsheet was prepared that identifies all the selected componentson SWEL 1 and SWEL 2. It was confirmed that these two lists did include a variety of types ofsystems, major new and replacement equipment, a variety of equipment types, a variety ofenvironments in which the components are located, and the equipment enhanced due to vulnerabilities identified during the IPEEE program.It was confirmed that the size of the sample was sufficiently large to include a variety of itemsthat collectively included variations within all the attributes stated in the paragraph above. SWEL 1 for the Perry Nuclear Power Plant included 109 components. The peer review also confirmed that the plant used the following EPRI screens in the development of SWEL 2: Screen 1: Seismic Category IScreen 2: Equipment or System Screen 3: Sample Considerations Screen 4: Rapid Drain-Down Similar process was used in the development of SWEL 2 as for SWEL 1. SWEL 2 for the PerryNuclear Power Plant included 11 components.
== Conclusion:== No major concerns were identified by the peer review team in the selection process for SWEL I or SWEL 2.t45 Peer Review Checklist for SWEL Instructions for Completing Checklist This peer review checkliit may be used to document the review of the Seismic Walk-down Equipment List (SWEL)in accordance with Section 6: Peer Review. The space below each question in this checklist should be used to describe any findings identified during the peer review process and how the SWEL may have changed to address those findings. Additional space is provided at the end of this checklist for documenting other comments.1. Were the five safety functions adequately represented in the SWEL 1 selection? v XNNSee Attached Comments2. Does SWEL 1 include an appropriate representation of items having the following sample a. Various types of systems? See Attached Comments

b. Major new and replacement equipment?

See Attached Commentsc. Various types of equipment? See Attached Commentsd. Various environments? See Attached Commentse. Equipment enhanced based on the findings of the IPEEE (or equivalent) program?See Attached Comments

f. Were risk insights considered in the development of SWEL 1?See Attached Comments selection attributes:

v Xun v XNN Y xNn v KNN Y XNT V ENN 146 Peer Review Checklist for SWEL 3. For SWEL 2:a. Were spent fuel pool related items considered, and if applicable included in SWEL 2?Y ENnSee Attached Commentsb. Was an appropriate justification documented for spent fuel pool related items not Y XNnincluded in SWEL 2?See Attached Comments

4. Provide any other comments related to the peer review of the SWELs.See Attached Comments5. Have all peer review comments been adequately addressed in the final SWEL?

v XNNPeer Reviewer f)ate:1$.- t-12* PeerRevierver#?: ffi rR.6*{ -_ . Date:/ d6fr" #tJ,it" 147 Peer Review Checklist for SWEL Comments on Ouestion 1: A peer review of the SWEL selected for the Perry Nuclear Power Plant was performed toconfirm that the selected components met the criteria set forth in Section 3 of EPRI GuidanceDocument 1025286. Specifically, Screen 3 calls out for assuring that the selected components represent are well associated with the five safety functions that are as follows:A. Reactor Reactivity ControlB. Reactor Coolant Pressure Control C. Reactor Coolant Inventorv ControlD. Decay Heat Removal E. ContainmentFunction The selected components represent the five safety functions stated above. A spreadsheet (Table4-l) was prepared that documents this information. Comments on Question 2a:The selected components represent various types of systems in the plant as indicated below:A. AC Power System B. Controlled Complex Chilled Water C. Control Rod Drive Hydraulics D. Containment IsolationE. Diesel Generator Building Ventilation System F. DC Power System (Essential and Normal)G. Onsite Electric Power (Division I and 2 Diesel Generators) H. Onsite Electric Power (Division 3 Diesel Generator) I. Drywell Vacuum ReliefJ. Emergency Closed Cooling Water SystemK. Emergency Core Cooling System Pump Room CoolingL. Emergency Service Water System M. Emergency Service Water Screen Wash SystemN. High Pressure Core SprayO. Instrument AirP. Low Pressure Core Spray System

a. MCC, Switchgear, and Misc. Electrical Areas HVAC R. Nuclear Boiler S. Nuclear Closed Cooling Water SystemT. Reactor Core Isolation Cooling System U. Safety Related Instrument AirV. Standby Liquid Control SystemW. Suppression Pool Make upX. Reactor Pressure VesselY. Remote ShutdownComments on Ouestion 2b:The selected components represent many new and replacement equipment based on thefollowing modifications:A. ECP 96-5089: Installed Torque Limit SwitchB. ECP 09-0821: Motor ReplacementC. ECP 94-0027: New 3-Way Valve for bypass around ECCW HxD. ECP 02-0184-011: Replacement of MCC EF1DO8, Compartment D (1R24S0028-00D)E. ECP 99-5010: Equipment UpgradesF. ECP 03-0358: Upgrade Valve ActuatorG. ECP 09-0828-001: Motor ReplacementH. ECP 02-0184-019: MCC Compartment ReplacedI. ECP 00-5003: Reconfigure Stop/Auto/Start Switches Comments on Ouestion 2c: The peer review concluded that the selected components represent various type of equipment installed in the plant. The various equipment types are indicated as follows: A. Motor Control Centers B. Air Handlers C. Distribution Panels D. Battery Racks E. Battery Chargers and Inverters F. Engine Generators G. Instrument on Racks H. Low Voltage SwitchgearL Instrument and Control Panels J. Tanks and Heat Exchangers r49 K. Medium Voltage Switchgear L. TransformersM. Horizontal Pumps N. Pneumatic Operated ValvesO. Motor Operated Valves P. Solenoid Valves

a. FansR. ChillersS. CheckAvlanual Valves Comments on Ouestion 2d: The selected components are located in various types of environments found in the plant. Thevarious plant environment types are as follows:A. High Radiation B. Warm C. HumidD. Hot E. CoolF. Dry G. Dry/HumidH. DampI. WetComments on Ouestion 2e:Based on the review, the selected components represent equipment enhanced based on findingsof the IPEEE.Comments on Question 2f:The risk insights were considered in the development of SWEL 1. Specifically, Risk Achievement Worth (RAW) and Fussel-Vessley (FV) were considered.

150 Comments on Question 3a: Spent Fuel Pool related items were considered and are adequately represented in SWEL 2.Comments on Ouestion 3b: Spent Fuel Pool components were considered. Comments on Question 4: The peer review concluded that the selection of Seismic Walk-down Equipment List (SWEL)was performed in accordance with guidance provided in Section 3 of EPRI Document 1025286,"seismic Walk-down Guidance." Also, an ex-SRO from the Perry Nuclear Power Plant acted as Operations representative during the selection of the SWEL.B. Review of a sample of the checklists prepared for the Seismic Walk-downs and Area Walk-BvsEPRI Document 1025286 on Seismic Walk-down Guidance required a review of the sample of the checklists prepared for the seismic walk-downs and areawalk-bys by the peer reviewers. The sample review should be between l0 percent and 25 percent.The following comments were identified during the early stages of peer review and were successfully resolved :A. In some cases, statements regarding minor anomalies (not resulting in a condition report)identified during the walk-downs did not have adequate justification for acceptability in meetingthe design basis requirements.B. In some cases, missing documentation/references/checkmarks. C. In some cases, a minor anomaly stated but no justification provided.D. Editorial and typographical errorsThe above comments were discussed with the Seismic Walk-down Engineers (SWEs) and were successfully resolved in the final signed version of the checklists. 151 In addition, the peer reviewers also participated in a sample of walk-downs and observed the work performed by the SWEs during the inspections. It was noted that the walk-down/inspection was intrusive, walk-down team members discussed issues amongst themselves, and used engineering judgment in making decisions about whether there is any concern that should be noted. In some cases, the lead peer reviewer requested additional photographs.The lead peer reviewer interviewed the SWEs to verify they followed the guidance in Section 4of the EPRI Document "seismic Walk-downs and Area Walk-Bys." The interview concludedthat they did follow the said guidance and were knowledgeable about the walk-down requirements. Questions asked were successfully answered during the interview as well as during the walk-downs.Four SWEs participated in the walk-downs. See their resumes for experience and background training.Conclusion: The seismic walk-down and area walk-by checklists were completed in accordancewith the guidance of EPRI Document t025286, and no major issues were identified. All comments were successfully resolved. Adequate documentation has been provided in the checklists for the components that were walked down.C. Review of the Licensing Basis EvaluationsThe walk-downs identified several minor anomalies, however six of them resulted in generating condition reports as follows:1. CR 2012-12222 (Initiated on 8l7l12) This condition report documents an unrestrained storage locker which could overturn and strikethe safety related electrical bus EHl2. This previously identified during the IPEEE walk-downs as a vulnerability. The storage locker was removed the location and moved to a maintenance shop.2. CR 20t2-12331 (Initiated on 8l9lI2)This condition report documents that Operator Actions may be required to manually reset relaysafter a seismic event as they are susceptible to relay chatter during a seismic event. This was r52 previously documented in Calculation 2:13.007 but was not reflected in the Alarm Response Instruction (ARI) procedures. Corrective Actions 2012-12331-1 and 2012-12331-2 wereinitiated to update the ARIs associated with the relays.Additionally, the condition report documents a spatial interaction with control room furniture Iocated near control room panels P872 and P865. The furniture was removed and relocated tothe Unit 2 Control Room.3. CR 2012-12335 (Initiated on8l9ll2)This condition report documents the control room lower ceiling tiles do not meet industry standards for seismic considerations. While Perry is not a Seismic Qualification Utility Group (SQUG) plant, plants utilizing SQUG methodology have used plastic tie wraps to tie adjacent ceiling tiles so that during a design basis seismic event if the tiles get dislodged from the framing they will not fall directly on personnel or on any cabinets below thus safeguarding the operabilityof the components. This is not a deviation from any design basis requirements. The control room ceiling consists of an upper and lower ceiling. The upper ceiling has been seismically analyzedand the lower ceiling is rod hung from the upper ceiling with 318" diameter threaded rods.Notification 600769396 was initiated to install plastic tie wraps to tie adjacent ceiling tiles.4. CR 2012-12373 (Initiated on8/I0l12)This condition report identifies air conditioning/cooler units in a scaffolding enclosure without proper evaluation. The investigation into this condition report documented that the componentshad been evaluated by FCR 22300 and Calculation 36:01 .3.2.16.84. As the condition had been evaluated and properly documented no adverse condition existed. Notification 600784453 wasinitiated to install a storage label near this location to inform of the evaluation.

5. CR 2012-12375 (Initiated on 8/10/12)This condition report identifies a potential seismic IVI concern due to a scaffold storage racklocated next to a Division l/Division 2 HVAC panel. The investigation into this condition reportdocumented that the scaffold is installed in accordance with all applicable plant procedures and guidance and has adequate clearance to the aforementioned equipment.

Additionally, CorrectiveAction 2Ol2-I2375-1 was initiated to eliminate the temporary scaffold storage location from this location.

6. CR 2012-12466 (Initiated on 8l3ll2)This condition report was written to summarize the potential issues that were identified during the walk-downs. This condition report does not identify any previously unidentified concerns or issues.The plant performed the licensing basis evaluations for the above two CRs which aredocumented in Section I of this report.Conclusion: The licensing basis evaluations as documented in Section 7 of this report were reviewed. In summary, they have been adequately evaluated against the design basis requirements, the corrective actions taken are adequate, and no further action is required.D. Review of the decisions for entering the potentiallv adverse conditions intothe CAP ProcessSection 6 of this report discusses the summary of walk-down results. Specifically, Section 6.2.Idiscusses seismic walk-down findings associated with SWEL 1, and Section 6.2.2 discusses seismic walk-down findings associated with area walk-bys.

The potentially adverse conditionswere documented in Tables 6-5 and 6-6 in accordance with EPRI Document 1025286 and titled as "Potentially Adverse Seismic Conditions Identified from Component and Area Walk-Bys." Table 6-5 identified eleven potentially adverse seismic conditions, which resulted in generatingtwo condition reports. Adequate justification is documented in the checklists that provide the basis as why the remaining issues had an insignificant impact on the design of the components,and that the components are still capable of performing their intended design function while stillmeeting the design basis requirements. Table 6-6 identified seven potentially adverse seismic conditions. Three of these conditions were entered in the corrective action program (CAP). Again, adequate justification is documented inthe checklists that provide the basis as why the remaining issues had insignificant impact on thedesign of the surrounding components and that the components are still capable of performing their intended design function while still meeting the design basis requirements.A review of the basis documented in the checklists for not entering these issues in the CAP concluded the decisions taken were appropriate.
== Conclusion:==
The peer reviewers agree with the decisions taken for entering or not entering the identified potentially seismic walk-down findings in the corrective action program.E. Review of the Submittal ReportConclusion: A team of reviewers performed a review of this submittal report. Comments were successfully resolved. Refer to the signature page for a listing of reviewers. F. Summarv of results of peer review process

Conclusion:

The selected samples (SWEL 1 and SWEL

2) adequately represent and meet thecriteria set forth in the selection process outlined in EPRI Document 1025286. An Operations person also participated in the sample selection process and the walk-downs.

The peer reviewers participated in sample walk-downs, observed the conduct of walk-down team members, and discussed issues while remaining independent. The Seismic Walk-down Checklists (SWCs) and Area Walk-by Checklists (AWCs) were adequately prepared and the basis for justifications appropriatly documented. The decisions taken to enter the findings or not to enter the findingsinto the CAP were appropriate. Also, the resolution of the issues (License Basis Evaluations)identified in the condition reports was adequate.1O.O REFERENCES1. NRC letter 50.54(0, March 17 ,2012.2. NRC letter endorsing EPRI document, May 31,2012. EPRI 1025286, "seismic Walk-down Guidance for Resolution of Fukushima Near-TermTask Force Recommendation 2.3: Seismic." Final, June 2012."Individual Plant Examination of External Events for Severe Accident Vulnerabilities," Perry Nuclear Power Plant, Submitted in response to U.S. Nuclear Regulatory Commission Generic Letter 88-20 Supplement 4," The Cleveland Electric Illuminating Company, June 1996.A Methodology for Assessment of Nuclear Power Plant Seismic Margin, EPRI NP-6041-SL, Revision 1, August I99I. 3.4.5.155

6. RG 7. RGl .29, "Seismic Design Classification." 1.60, "Design Response Spectra for Seismic Design of Nuclear Power Plants."RG 1 .6l, "Damping Values for Seismic Design of Nuclear Power Plants."RG 1.100, "seismic Qualification of Electrical and Mechanical Equipment for NuclearPower Plants."10. IEEE 344-1975, "IEEE Guide for Seismic Qualification of Class lE Equipment forNuclear Power Generating Plants."11. ASME Boiler and Pressure Vessel Code Section III l9l4 including Winter Addenda tgt 5.8.9.}}

ML13340A155

Text

7.1 140Updated

SUMMARY

1.0 INTRODUCTION

2.3 Seismic

5.0 SEISMIC

SUMMARY

6.3 CourrcuRATIoN

7.0 LICENSING

7.2 SuIuunRY

Conclusion:

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