ML13340A155

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
Shared Package
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
References
L-13-358
Download: ML13340A155 (162)

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{{#Wiki_filter:Ferry Nuclear Power PlantNear*Terrn Task ForceRecornmendation 2.3$eismic Walk-down ReportRevision {October $, 2013Prepared by:Reviewed by:Approved by:1. $ections 1, 3,4,5,6, and 10 have been prepared byABS Gonsulting. $ections 2,7,8,and I have been prepared by FEN0C.2- The review and approval of this document by FENOC personnelconstitutes the owneracceptance of work perfonned by AB$ Consulting. FirstEnergy Nuclear Operating Company {FENOC}Mohammed Alvi (FENOC)Lee Robinson (FENOC) Revision Change SummaryThe purpose of the revision (Revision 1) to this repon is to resolve and address the issuesthat have been identified during NRC assessments performed on the industry Seismic 2.3effort. Specifically, this revision addresses issues identified at Beaver Valley by a selfassessment and NRC audit conducted in July 2013. Additionally, this revision (Revision1) also incorporates the "Addendum to Peny Nuclear Power Plant Near-Term Task ForceRecommendation 2.3 Seismic Walkdown Report" dated April 5,2013 which was issuedafter performing walkdown of components that were not accessible during initial seismic2.3 walkdowns. AffectedRevisioneProvided list of codes and standards for category 1 SSCs in Section 2.03Clarified the role of peer reviewer (John Reddington) in Section 3'04ldentified the walkdown teamenoineer (Farzin Beiqi) as the members and clarify the role of a seniormentor, in Section 3.04Uodated reference numbers in Sections 4.0 and 4.14,6Provided additional information on SWEL review in Section 4.15.7Revised Tables 4-1 and 4-2lo correctly identify the

building, elevation androom number for components 1 H22P001 1 , and 1H51 P133561,66,106,

&107Revised Table 4-3 to correctly identify the buibing for component 0G41 F0581114Clarified the process used on decisions taken as to when a CR was writtenor 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-1.126Updated Tables 6-5 and 6-6 to include date CRs were initiated, in Sections6.2.1 and 6.2.2, respectively 128, 129, 134Provided additional information on licensino basis evaluations in Section 7.1140Updated section 7.21o include date CRs were initiated. 141 - 142Provided additional information on the Role of Peer Reviewer in Section 9.1143.144Added date CRs were initiated in Section 9.0, part C152 - 154Uodated Resumes (Dan Renv. Eddie Guerra)Appendix AUpdated Appendix B to include SWCs walked down during outage 1R14that were previouslv identified as inaccessible. Appendix B, sheet462 - 496 of 496Updated Appendix B to include AWCs walked down during outage 1R14that were previouslv identified as inaccessible. Appendix C, sheet140 - 159 of 159Revised Appendix C AWC CC-1 to correct the building and elevation. Appendix C, sheet93 - 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'VL.02.03.04.04.r4.25.05.15.25.35.46.06.16.2Potentially Adverse Condition Reporting......... ...... I20SUMMARY 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.r6.2.2 List of TablesTable 4-1 Base List 1 The Equipment Coming Out of Screen 3 and Entering Screen 4,for FiveSafety 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) ... lllTable 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) .... I22Table 6-2: Perry NTTF 2.3 Walk-By Areas ... ............125 Table 6-3: Perry NTTF 2.3Inaccessible Items on SWEL l+2 . 126Table 6-4: Perry NTTF 2.3 Components Categorizedby EPRI Classes .......127 Table 6-5: Potentially Adverse Seismic Conditions Identified from SWC's ........... ...I28Table 6-6: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys............ ...I34List of FiguresFigure 2-t: Percy Nuclear Power Plant Deign SSE Spectra ................. 3Figure 6-1: Missing shim plates on MCC embed .. 130Figure 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 .......-.... 133Figure 6-5: Branch lines for fire protection piping located in CC-1 at elevation 574'.............. 135Figure 6-6: Unanchored instrument air dryers located in CC-l on CC 514' .136Figure 6-7: Cast iron piping identified with "seismic Violation" Tags ........ t37Figure 6-8: View of scaffolding structure for chiller unit....... ......... 138Figure 6-8: Potential flooding source on AX 599' ...-.139List 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 CHECKAPPBNDIX E: PERRY NUCLBAR POWER PLANT SEISMIC INFORMATION (BXCERPTS FROM UFSAR)APPENDIX F: PBRRY IPEEE VULNERABILITIBS List of AcronymsALARAAWCAXBWRBWSTCCCFRCIELCOCOLACRDG DHRDW ECCWECPEPRIEWFENOC FHFV GIPHPCS IBIPEEELERFLOCALRR MCC MOVMWOAs Low As Reasonably Achievable Area Walk-By ChecklistAuxiliary Building Boiling Water ReactorBorated Water Storage Tank Control ComplexCode of Federal Regulations Containment Isolation Equipment ListContainment Combined Construction and Operating License Applications Condition ReportDiesel Generator BuildingDecay Heat RemovalDrywellEmergency Closed Cooling WaterEngineering Change PackageElectric Power Research Institute Emergency Service WaterFirstEnergy Nuclear Operating Company Fuel Handling BuildingFussel-Vessley

Generic Implementation ProcedureHigh Pressure Core SprayIntermediate BuildingIndividual Plant Examination of External EventsLarge Early Release FrequencyLoss of Coolant AccidentLow Ruggedness RelayMotor Control CenterMotor Operated ValveMaintenance Work Order1V NPPNSSSNTTFOAOBE PRAPWR PYRAWRG RPSELSFPSQUGSRO SSCSSESWCSWESWTSWELTBUSARNuclear Power PlantNuclear Steam Supply System Near-Term Task ForceOperator ActionOperating Basis Earthquake Probabilistic Risk Assessment Pressurized Water ReactorPerry Nuclear Power PlantRisk Achievement WorthRegulatory GuideRadiation Protection Seismic Equipment ListSpent Fuel PoolSeismic Qualification Utility GroupSenior Reactor OperatorStructures, Systems, and ComponentsSafe Shutdown Earthquake Seismic Walk-down Checklist Seismic Walk-down EngineerSeismic Walk-down TeamSeismic Walk-down Equipment ListTurbine BuildingUpdated Safety Analysis Report

1.0 INTRODUCTION

This Report presents the results of the Seismic Walk-down conducted for the Perry NuclearPower Plant in support of FirstEnergy Nuclear Operating Company's (FENOC) response to theNTTF 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 ForceRecommendation 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) andimplemented 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 theplant 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 modifiedMercalli 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 isconsidered 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 reactorcoolant pressure

boundary, (2) the capability to shut down the reactor and maintain it in a safeshutdown condition, and/or (3) the capability to prevent or mitigate the consequences ofaccidents 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 designrssponse spectra. These criteria are based on the plant site geologic investigations andseismologic 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 couldbe exceeded by ground motion "spikes" above lO Hz, such as those caused by the earthquake ofJanuary 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, Figure3.7-3, and Figure3.7-4 (Appendix E), comply with Regulatory Guide 1.60. As shown in thesefigures, 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 regionshigher 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 usedbetween the shale and foundation slabs of the safety class structures.

The porous concrete has amodulusof 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 isdocumented 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 basisearthquakes. 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. 0.70G0.605 0.s0E o.+ol-fi o.aoLT& 0.200.100.00Perry SSE Spectra-- (5% Dampinel0.110100Frequency (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 Editiono 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 forthe Peny Nuclear Power Plant NTTF Recommendation 2.3 Seismic Walk-down: . A. Zelaski . D. Renyo F. Beigio R. SiemborThe ABS Consulting Walk-down Team consisted of the following individuals: o F. Beigio E. Guerrao 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 finalsigned 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 seismicexperience data for seismic verification of nuclear power plant (NPP) structures,

systems, andcomponents (SSC). In addition to completion of the NTTF 2.3 training provided by EPRI' fourof 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 thewalk-down team members are presented in Appendix A of this report.The above mentioned individuals have experience in earthquake engineering and seismicanalysis. 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 UnitedStates.Based on their knowledge of plant documentation, associated SSCs, equipment

classes, and theprevious 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'SConsistent with the guidance in EPRI #1025286, "seismic Walk-down Guidance,"

datedJune 2012 (Reference 3), the process of selecting the SSCs for inclusion in the SWEL 1 andSWEL 2 lists began with the compilation of currently existing large lists. The development ofthe 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'nrvFuncuons) 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 astarting 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 forthe five required safety functions so use of the IPEEE list as a starting point satisfies the intent ofthe EPRI guidance. However, for completeness, it was decided to also include SSCs from thecurrent 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 existinginternal PRA model is a prerequisite to developing such a seismic PRA. For example, the PRAmodeling logic for non-seismic events was used as a starting point for the seismic PRA plantresponse 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 SafeShutdown Equipment List (IPEEE SSEL) of SSCs from the "Individual Plant Examination ofExternal Events for Severe Accident Vulnerabilities" (Reference 4). Duplicate SSCs, caused byoverlap 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 EPRIwalk-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 designpackages 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 wereuseful 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 wereeliminated. The list of systems and major components in Tables B-1 and B-3 of Appendix E of EPRI I1025286 (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 themodeling of the containment isolation function and for the evaluation of interfacing LOCAfrequencies. These SSCs were flagged as important to the containment safety function; i.e., theyare involved in the computation of LERF.Once the initial list of SSCs was developed, it was first screened to retain only SeismicCategory 1 quality equipment. Regular inspection of the SSC was also noted as this wasjustification 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 andcontainment functions (i.e., Reactor Reactivity

Control, Reactor Coolant PressureControl, 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 ResearchInstitute, August lggl) used for fragility analysis.

For some EPRI Categories (i.e.,0, 1, 2, and3), 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) wereseparately selected for the walk-down because they are akeady accounted for in the selection ofoooooo the MCCs. Check valves and manual valves were assigned to sub-category 0d to avoidcategoizing these SSCs with SSCs assigned to the EPRI "other" category. Some SSCs wereselected from both the 0 and 0d EPRI categories. All of the EPRI categories were later utilizedas part of the SSC selection process. Except for EPRI categories 12 (air compressors), 13 (motorgenerators) 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. Theequipment 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 thesafety functions and supporting systems defined in the EPRI guidance. They are therefore candidates for the SSC selection process. The column labeled "SSC source" identifies theoriginal 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 (IPEEEVulnerabilities) was conducted. There were no IPEEE Vulnerabilities identified for seismic equipment, and therefore no entries were made for Screen 4e. A thorough review of plantrecords for major changes or replaced equipment was conducted and 11 equipment typesidentified. 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 thesame 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, roomenvironments, and involvement in engineering change packages since the completion of theIPEEE. Operations reviewed the SWEL for completeness to ensure all appropriate systems wereconsidered. They also reviewed the list to ensure any modifications or vulnerabilities wereadequately reflected in the database. They also reviewed environmental conditions for thevarious pieces of equipment and whether or not there were any anomalies associated with theselected 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 theSSC 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 PRAmodel, some components came from the containment isolation equipment list and the spent fuelpool equipment list. SSCs are selected from each of the safety functions and from a range ofenvironmental conditions. Some SSCs from the Emergency Service Water System could havebeen included on either the SWEL I or the SWEL 2 lists but were included only on the SWEL 1list. 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 forselecting the chosen SSCs. The screens referred to for each SSC are associated with the screennumbers 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 fuelpool cooling and make up were included on a new list. The functions included normal spent fuelpool 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 lessthan 10 feet of water above the top of the spent fuel. The one line is a 6 inch drain line to theCask Pit section of the SFP. This 6 inch drain line is embedded in concrete up to a manualisolation valve that is normally closed. The manual isolation valve is included on the SWEL 2list. 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. Theother 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 isthe 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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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 resultsdocumented 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 theirunique nature, the following description gives special attention to the selection and execution ofthe configuration checks of selected anchorage.

EPRI guidelines recommend that a minimum of50 percent of the equipment considered in the walk-down be examined to document the existinganchorage configurations, and assess this configuration relative to the design basis. It alsorecommends 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 wallsassociated with Seismic Category I components, thus the process to verify block wall adequacyper IE 80- 1 t has been omitted for this walk-down.Prior to the walk-downs, the Seismic Walk-down Engineers (SWE) examined available plantdocumentation associated with anchorage design and correlated this to relevant SWELcomponents, the respective Seismic Walk-down Checklists (SWC), and Area Walk-ByChecklists (AWC). This pre-walk-down activity contributed to gaining familiarity and criticalinsights regarding the components and areas to be walked down. The relevant designdocumentation, 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 tabletsprior 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. This118 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 6to August 10, 2012. During the walk-downs, the SWEs completed the walk-down checklists asSWEL components were inspected. The SWEs discussed their observations and judgments witheach other, and collectively came to agreement on the results of their Seismic Walk-downs andArea Walk-Bys before documenting the results on SWCs or AWCs. Any issues that could notreadily 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 plantdocuments. If any identified condition could not be easily determined to be acceptable, aCondition 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 ActionProgram.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 theadverse condition was resolved through additional assessment in the form of calculations oridentification 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 underthe plant's Corrective Action Program (CAP). The results of these assessments were thent19 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 isdifferent than the dates of the walk-downs. No "timeline" can be reconstructed to document theinternal 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 inthe site's corrective action program or not:The Seismic Walkdown Enginerers (SWEs) documented their findings in the field directly inIPads 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 toperform its intended design function. The basis for this assessment was based on design basisacceleration 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 anyother 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 takenaccordingly. 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 thewalkdown team, the team's mentor, Farzin Beigi, the Peer Reviewers, and the site designengineering personnel to debrief the findings of the day and any potential conditions adverse toquality. 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 tomeet 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. Ingeneral, 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 thewalkdown checklist to ensure retrievability. 6.06.1SUMMARY 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 11components. From this total of 120 components, 110 components were walked down and 10components were inaccessible and will require walk-down during the next refueling outage. TheSWEL 1 included nine items located in the Drywell and SWEL 2 included one item in theIntermediate Building, which were inaccessible and therefore were not walked down. Theseitems 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 numberof walked down components arranged by their respective EPRI equipment classes. Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL L+2) *Equipment IDNoEquipment ClassBldgFloorEI0G41A0002A

21. Tanks and Heat Exchangers IBs990c4rc0003A

5. Horizontal Pumps IB5740G41C0003B

5. Horizontal Pumps IB5740G41F054240D. Other-Check Valve or Manual ValveIB5740G41F05428 0D. Other-Check Valve or Manual ValveIB5740G41F0545A0D. Other-Check Valve or Manual ValveIB5140G41F054580D. Other-Check Valve or Manual ValveIB5740G41F054640D. Other-Check Valve or Manual ValveIB5740G41F05468 0D. Other-Check Valve or Manual ValveIB5740H51P0039

20. Instrument and Control PanelsCC5740H51P016420. Instrument and Control PanelsCC6790H51P0193

20. Instrument and Control PanelsCC5740H51P0318

20. Instrument and Control PanelsCC5740H5 lPl31020. Instrument and Control PanelsEWs860M23C0001A

9. FansCC6790M23C0002A

9. FansCC6790M23F0100A

9. FansCC6790P47B0001AI 1. Chillers CC5740P47C0001A

5. Horizontal PumpsCC5740P49D0001A

0. OtherEW5860P49F0502A^

0D. Other-Check Valve or Manual ValveEW5860R24S0020

1. Motor Control CentersCC6200R42S001 I16. Battery Chargers and Inverters CC6201B21N0067C18. Instrument (on) RacksCO6201821N0073C18. Instrument (on) RacksCO6201C11F00838A. Motor-Operated ValvesFH6201C11F0110A

88. Solenoid Valves CO6421C11F01604' 8B. Solenoid ValvesCO6421C22P0001

20. Instrument and Control PanelsCC6541C41A000321. Tanks and Heat Exchangers IB6201C41C0001A5. Horizontal PumpsCO6421C41F0001A8A. Motor-Operated ValvesCO6421C41F0029A

7. Pneumatic-Operated ValvesCO6421E1280001B

21. Tanks and Heat Exchangers AXs99 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL 1+2) *Equipment ID NoEquipment ClassBldgFloorEI181280001D21. Tanks and Heat Exchangers AXs991E12C000286. Vertical Pumps AX5741E12F0003B 8A. Motor-Operated ValvesAX5741E12F00048 8A. Motor-Operated Valves AX574IEIZFOO29B 0D. Other-Check Valve or Manual ValveAX5741E12F0048B 8A. Motor-Operated ValvesAX5991E21C000r

6. Vertical Pumps AX5741E21F00018A. Motor-Operated ValvesAX5741E21N005018. Instrument (on) RacksAX5741E228500321. Tanks and Heat Exchangers DG6201E22C0001

6. Vertical PumpsAX5741822F0004 8A. Motor-Operated ValvesAX6201E22F0010 8A. Motor-Operated ValvesAX574rE22F00240D. Other-Check Valve or Manual Valve AX5741E22N000518. Instrument (on) RacksAX5741E22S000117. Engine Generators DG6201E22S000515. Battery Racks CC6201E5180002

21. Tanks and Heat Exchangers AX5741E51F0045 8A. Motor-Operated Valves AX5741E51N0055A

18. Instrument (on) RacksAX5741G41F0145 8A. Motor-Operated Valves IB6201G43N0060A

18. Instrument (on) RacksAX5741G43N0060B18. Instrument (on) RacksAX5741H13P0701

20. Instrument and Control PanelsCC6541H51P003720. Instrument and Control PanelsAX599rH51P087120. Instrument and Control PanelsCC6201H51P097520. Instrument and Control PanelsAX599IH5IPI42T20. Instrument and Control PanelsDG620lM16F0020A 0D. Other-Check Valve or Manual ValveCO6421M3980001B

9. FansAX5741M3980003

9. FansAX5741M3980006

9. FansAX5741M43C0001A

9. FansDG6201M43C0002B

9. FansDG6201M43F0030A

7. Pneumatic-Operated ValvesDG620 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) *Equipment ID NoEquipment ClassBldgFloorEI1M43F02208 8A. Motor-Operated ValvesDG6201P42A0001B21 . Tanks and Heat Exchangers IB66s1P42800018 Zt.Tanks and Heat Exchangers CC5741P42C00018

5. Horizontal Pumps CC574tP42F0665A

7. Pneumatic-Operated ValvesCC574TP42FO665B

7. Pneumatic-Operated ValvesCC5141P43F0055 8A. Motor-Operated ValvesIBs991P45C00018

6. Venical Pumps EW5861P45F01308 8A. Motor-Operated ValvesEW5861P45F0660 0D. Other-Check Valve or Manual ValveEW5861P57A0003A21. Tanks and Heat Exchangers FH6201P57F0015A 8A. Motor-Operated ValvesIB5991P57F00158 8A. Motor-Operated ValvesAX6201R22S0006-E04

4. Transformers CC6201R22S0007

3. Medium Voltage Switchgear CC6201R22S00092. Medium Voltage Switchgear CC6201R23S00122. Low Voltage Switchgear CC6201R24S00281. Motor Control Centers CC6201R24S0032

1. Motor Control Centers EW5861R25S001420. Instrument and Control PanelsCC6201R25S0016

20. Instrument and Control PanelsCC6201R25S001814. Distribution PanelsCC6201R255002014. Distribution PanelsCC6201R25S002214. Distribution PanelsCC6201R25S0025

4. Transformers CC6201R2550033

4. Transformers CC6201R42S0002

15. Battery Racks CC6381R42S0008

16. Battery Chargers and Inverters CC6381R42S001214. Distribution PanelsCC6381R42S0013

14. Distribution PanelsCC6381R42S0014

14. Distribution Panels CC6381R42S00242. Low Voltage Switchgear CC6381R42S00372. Low Voltage Switchgear DG6201R42S00381. Motor Control CentersCC6381R4350001B

17. Engine Generators DG620 Table 6-1: Perry NTTF 2.3 Walk-down Items (SWEL I+2) *Equipment ID NoEquipment ClassBldgFloorEI1R45A0003A21. Tanks and Heat Exchangers DG6201R45C000285. Horizontal Pumps DG6201R45C0003A

5. Horizontal PumpsDG6201R45N0140A18. Instrument (on) RacksDG6201R4680001A21 . Tanks and Heat Exchangers DG6201R46800028

21. Tanks and Heat Exchangers DG6202R42S00372. Low Voltage Switchgear CC620* Does not include items in Table 6-3, which will be walked down during the next plantoutage.Table 6-2: Perry NTTF 2.3 Walk-By AreasRoomBldeFloor El1AB-1aAX5741AB-lcAX574lAB-1eAX5741AB-le (2)AX5991AB-1fAX5741AB- It (2)AX6201AB-1gAX5741AB-2AX5991AB-3aAX620lCC-3aCC6201CC-3bCC620lCC-3cCC620ICC-4cCC6381CC-4gCC6381CC-4hCC6381CC-5aCC654lDG-laDG6201DG-lbDG620lDG-1cDG6202CC-3aCC620ZCC-6aCC679 Table 6-2: Perry NTTF 2.3 Walk-By AreasRoomBldsFloor ElCC-1CC574co-620CO620co-642CO642EW-1EW586FH-2aIB599FH-3aFH620IB- 1aIB574TB-2IB599rB-2 (2)IB599IB-3aIB620IB-4IB665DW-630DW630DW-599DW599FH-574FH574Table 6-3:

Perry NTTF 2.3lnaccessible Items on SWEL l+2 *Equip. ID Description BldeEIColumn/Row or Deg1821A0003A Accumulator For F0041A DW63058 DEG1B21F0022A TB MSIV 821-FOO22A DW6301 DEG1821F0041A ADS ValveDW63055 DEG1821F04r0A SV For F041A DW63055 DEG1821F04r0B SV For F041ADW63055 DEG1B33C0001A RX Recirculation Pump ADW599145 DEG1E51F0063 lE5l -F0063 Motor ValveDW626O DEG1H22P0011 Standby Liquid Control Instrument RackCO642266DEG1H51P1335 SDV Local Instrument RackCO62095 DEG0G41F0581Fuel Pool Cask Pit Drain Isolation ValveFH574Hl07* These items were walked down during the March/April 2OI3 refueling outageNote: 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 theassociated rooms. Table 6-4: Perry NTTF 2.3 Components Categorized by EPRI ClassesEPRICat No.Bquipment Description Components Walked Down0Other131Motor Control Centers and Wall-Mounted Contactors 42Low Voltage Switchgear and Breaker Panels43Medium Voltage, Metal-Clad Switchgear 24Transformers 35Horizontal Pumps86Vertical Pumps47Pneumatic-Operated Valves88Motor-Operated and Solenoid-Operated ValvesI99Fans510Air Handlers 2l1ChillersIl2Air Compressors 0t3Motor Generators 0t4Distribution Panels and Automatic Transfer Switches815Battery Racks2I6Battery Chargers and Inverters 2I7Engine Generators 218Instrument Racks8T9Temperature Sensors020lnstrumentation and Control PanelsI22ITanks and Heat Exchangers t3 6.2 Wax Dowll AND Annl Walx-Bv FnDINGSThe 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 nomajor degraded or design non-conformances were identified. Generally, the nature of thepotentially adverse conditions was related to credible interaction effects and conformance withplant 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 wereidentified during the Seismic Walk-downs. Table 6-5 provides a summary of all 11 adversefinding 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'sEquipment ID NoEquipment ClassDescription ofAdverse SeismicCondition Licensing BasisBvaluation RequiredReference forJustification rR22S0006-8044. Transformers Unrestrained storagelocker.YcF.2012-12222(Initiated on8t7 trz)1R24S00281. Motor Control Centers Shims-Embed WeldDetailNSWC for1R24S0028 Table 6-5: Potentiallv Adverse Seismic Conditions Identified from SWC'sEquipmentID NoEquipment ClassDescription ofAdverse SeismicCondition Licensing BasisEvaluation RequiredReference forJustification 1R25S001620. Instrument and ControlPanelsShims-Embed WeldDetailNSWC for1R25S0016 0R24S0020l. Motor Control CentersShims-Embed WeldDetailNSWC for0R24S0020 1R25S001420. Instrument and ControlPanelsShims-Embed WeldDetailNSWC for1R25S0014 1R25S001814. Distribution PanelsShims-Embed WeldDetailNSWC for1R25S0018 1R255002014. Distribution PanelsShims-Embed WeldDetailNSWC for1R2550020 1R25S0022I 4. Distribution PanelsShims-Embed WeldDetailNSWC forl R2550022 1R42S00242. Low Voltage Switchgear Centered trolleys ontop of switchgear NSWC for1R42S0024 1R23S00122. Low Voltage Switchgear Centered trolleys ontop of switchgear NSWC for1R23S0012 1H51P0037

20. Instrument and Control PanelsScaffold storagerack close to HVACcontrol panelYcR 2012-1237 5(Initiated on8lLDl12)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 allreferenced Design Inputs (i.e., the shims are slot welded to embed angles). No further action wasrequired. Figure 6-1: Missing shim plates on MCC embed130 o Trolleys on top of Swilchgears SWEs identified trolleys with hoists that were on top of switchgear SWEL components. Thesetrolleys with hoists that are free to move could create a potential adverse interaction by banginginto 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 wasaddressed 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 safetysystems. 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 todocument the issue and operations personnel were notified. The storage locker was subsequently removed from the room. Figure 6-3: Storage locker near bus EHlzr32 c Scaffold storage rack close to HVAC control panelDuring 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 planksand tubes during an earthquake, thus hitting the HVAC control panel for the Division I andDivision 3 pump rooms. A condition report (CR 2012-12375) was issued to address thiscondition.Figure 6-4: Scaffold storage rack close to HVAC control panelr33 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. Asshown 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-BysAreaBldgFloorBIDescription of Adverse SeismicCondition Licensing BasisEvaluation RequiredReference forJustification CC-ICC586Flexible branch lines for fireprotection piping NAWC for CC-11CC-5aCC654Control room ceiling gratesYcR 2012-12335 (Initiated on8t9lr2)CC-1CC586Unanchored Instrument Air Dryers NAWC for CC-lCC-1CC586Seismic violation tags on cast ironpipesNAWC for CC-lrB-2 (2)IBs99Scaffold structure for chiller unitYcR2012-12373 (Initiated on8trOtr2)I CC-5aCC 654Validation of IPEEE commitments YcR 2012-12331 (Initiated on8t9tr2)1AB-2AX599Flooding Source in AX at El 599'NAWC for lAB-2GeneralSummary of potential issuesidentified during the walk-downs YcR 2012-12466 (Initiated on8t3t12) 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 goodseismic 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. Thesedocuments 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 crossmembers.135 o Unanchored Instrument Air DryersInstrument 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 aseismic 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 wasperformed 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 wasconcluded 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 pipesSome cast iron pipes were identified with tags reading "seismic Violation" while walking downarea 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 thatno further action was

requir94, Figure 6-7: Castiron piping identified with "seismic Violation" Tagst37 o Scaffold.

structure for chiller unit While performing an irea walk-by walk-down, a scaffold structure was identified as being usedas 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 wasno 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 uniton IB 599' that is supported by f@Figure 6-8: View of scaffolding structure for chiller unito 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 impactcabinets containing seismic sensitive relays. A confirmatory walk down was performed, andthere remained one furniture spatial interaction with cabinets P872 and P865. There was a tableand a podium stored in close proximity to these cabinets.

The furniture was subsequently movedto 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 theremaining 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 orlicensing 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 inquestion.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. Theprocess of verifying the anchorage configuration focused on 40 SWEL components selectedprior to walk-down proceedings. Appendix D provides a list of the 40 components whichcomprise the anchorage configuration. The list is linked to the specific references used forverification 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 todesign drawings as the main reference for anchorage verification whenever possible to have acomplete 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 theconfiguration 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. 7.0LICENSING BASIS EVALUATTONLrcnNsING Blsrs Ev^t l-,uATIoN PnnsonNEL 7,1The 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 basisrequirements. 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 alist 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 waspreviously documented in Calculation 2:13.001 but was not reflected in the Alarm ResponseInstruction (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 industrystandards 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 fromthe 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 hungfrom 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 designfunction, 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 withoutproper 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 beenevaluated and properly documented no adverse condition existed. Notification 600784453 wasinitiated 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 racklocated next to a Division l/Division 3 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 2012-1237 5-l was initiated to eliminate the temporary scaffold storage location from thislocation.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 orissues.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, thatfour 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 spatialinteraction problems as housekeeping issues. This task, 2.3 seismic walk-down, treated thespatial interaction problems as commitments and wrote two condition reports documenting thefailure to resolve the issues. Calculations were reviewed and the "enhancements," theirreference, 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 insection 3.1.4.2.2 and states that there are 5 relays that require manual operator actions to resetpost 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 postseismic event, certain relays may need to be reset. 9.0PEER REVIBW Rorn or Psnn RnvIEwER 9.rThe 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 theEPRI Seismic 2.3 trarntng. The peer review was performed in accordance with the EPRI Document 1025286 and the peerreviewers 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 firststarted with the review of SWEL 1 and 2 to ensure that the guidance of the EPRI document wasfollowed, 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 thecomponents 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 fivesafety 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 inaccordance 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 notedany 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 thediscussions among the walkdown team members where decisions were made for any issue thatrequired 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 peerreviewers 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 peerreviewers 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 thesubmittal report and signed the report.9.2 SuruunRY oF Pnnn Rnvmw PnocnssA 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 EPRIDocument 1025286, "seismic Walk-down Guidance." The following are the peer reviewers forthe 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 SWELReview 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 reponSummarize the results of the peer review process in the submittal reportA. 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 Fof 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.aooooor44 Appropriate Figures 1-L, !-2 and l-3 of the EPRI DocumentIO25286 were used, and the finalSWEL I and SWEL 2 werc developed. The peer review confirmed that the following EPRI screens were used in the selection ofSWEL 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 tovulnerabilities 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 thedevelopment 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 processfor SWEL I or SWEL 2.t45 Peer Review Checklist for SWELInstructions 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 todescribe any findings identified during the peer review process and how the SWEL may have changed to addressthose 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 samplea. 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 Commentsselection attributes:

v Xunv XNNY xNnv KNNY XNTV ENN146 Peer Review Checklist for SWEL3. For SWEL 2:a. Were spent fuel pool related items considered, and if applicable included inSWEL 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 SWELComments 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 ControlC. 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 SystemB. Controlled Complex Chilled WaterC. 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 HVACR. 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 SwitchesComments 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 HandlersC. Distribution PanelsD. Battery RacksE. Battery Chargers and Inverters F. Engine Generators G. Instrument on RacksH. Low Voltage SwitchgearL Instrument and Control PanelsJ. 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. WarmC. HumidD. HotE. CoolF. DryG. 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, RiskAchievement 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 asOperations 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 ofthe checklists prepared for the seismic walk-downs and areawalk-bys by the peer reviewers. Thesample review should be between l0 percent and 25 percent.The following comments were identified during the early stages of peer review and weresuccessfully 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 weresuccessfully 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 thework 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 thatshould 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 duringthe 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.

Allcomments were successfully resolved. Adequate documentation has been provided in thechecklists 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 wasr52 previously documented in Calculation 2:13.007 but was not reflected in the Alarm ResponseInstruction (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 industrystandards 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 so that during a design basis seismic event if the tiles get dislodged from the framingthey 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 roomceiling 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 withoutproper 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 beenevaluated 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 andguidance and has adequate clearance to the aforementioned equipment.

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

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 werereviewed. In summary, they have been adequately evaluated against the design basisrequirements, 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 titledas "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 thebasis 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 wereentered 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 theidentified 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 weresuccessfully resolved. Refer to the signature page for a listing of reviewers. F. Summarv of results of peer review processConclusion: 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) andArea 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. RG7. 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 Addendatgt 5.8.9.}}