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Revision as of 23:46, 1 April 2018
ML13135A236 | |
Person / Time | |
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Site: | Beaver Valley |
Issue date: | 10/31/2012 |
From: | Beigi F, Guerra E, Reny D, Lucarelli B ABS Consulting |
To: | Office of Nuclear Reactor Regulation, FirstEnergy Nuclear Operating Co |
Shared Package | |
ML131350549 | List:
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References | |
L-13-118, TAC MF0092, TAC MF0093, TAC MF0116, TAC MF0159 | |
Download: ML13135A236 (248) | |
Text
{{#Wiki_filter:Beaver Yalley Power Station Unit2Near-Term Task ForceRecommendation 2.3Seismic Walkdown ReportOctober 31 ,2012Prepared by:Reviewed by:Fanh Bsigi dilts Conrultitg)ffi*l{ITrt an trcateiiiF5Eon$ t {fr ,rs}ffi0ilo* lS*le-( ry ,r.. (&.{*t'#* er/rt-*.)-n- htudlcr(FE0JOF] F /Approved by:Notes:1. Sections 1,3,4,5, 6, and 10 have been prepared by ABS Consulting. Sections2,7,8, and t have been prepared by FENOC.2. The review and approval of this document by FENOC personnel constitutesthe owner acceptance of work performed by ABS ConsultingFirstEnergy Nuclear Operating Company (FENOC) Thble of Contents6.2.r6.2.2Seismic Walkdown Findings ..... ..............214Area Walk-By Findings ..............220 List of TablesTable 4-1 Base List 1 The Equipment Coming Out of Screen #3 and Entering Screen #4,for 5Safety Functions...... ......... 11Table 4-2 SWEL 1 Selected Equipment for 5 Safety Functions ........... ....... 181Table 4-3 Base List? - List of SSCs for Spent Fuel Pool ....... 200Table 4-4 SWEL 2 (Selected Equipment for Spent Fuel Pool) .......204Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Items (SWEL I+2) ..............207Table 6-2: Beaver Valley 2 NTTF 2.3 Walk-By Areas .......... .........21ITable 6-3: Beaver Valley 2 NTTF 2.3 Components Categorizedby EPRI Classes ....21,3Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns.......2I4Table 6-5: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys............ ...220List of FiguresUFSAR Figure 3.78-1: Response Spectra SSE ........2UFSAR Figure 3.lB-2: Response Spectra 7z SSE ................2Figure 2-t: Beaver Valley Unit 2 Design SSE Spectra .........4Figure 6-1: Maintenance equipment located inside Reactor Containment Building .........216Figure 6-2: Corrosive condition found for Yard components .... .....211Figure 6-3: View of piping system between Heat Exchangers and Pumps in the SFP area......218Figure 6-4: Lighting fixtures near Panel PNL-SEQ-}44 .....2L9Figure 6-5: Emergency Diesel Generator Ground Resistor 2EGS-GR2-1 ........ ..........221List of AppendicesAPPENDIX A: RESUMBS AND QUALIFICATIONSAPPENDIX B: SEISMIC WALKDOWN CHECKLISTS (SWCs)APPENDIX C: AREA WALK-BY CHBCKLISTS (AWCs)APPENDIX D: COMPONENT LIST FOR ANCHORAGE CONFIGURATION CHECK List of AcronymsAWCBV2EPRIFENOCIPEEELERFLOCA MCC NPPNSSS PRA PWRRAW SELSQUG SSCSWCSWESWTSWELUSIArea Walk-by ChecklistBeaver Valley Power Station Unit 2Electric Power Research InstituteFirst Energy Nuclear Operating CompanyIndividual Plant Examination of External EventsLarge Early Release FrequencyLoss of Coolant AccidentMotor Control CenterNuclear Power PlantNuclear Steam Supply SystemProbabilistic Risk AssessmentPressurized Water ReactorRisk Achievement WorthSeismic Equipment ListSeismic Qualification Utility GroupStructures, Systems, and ComponentsSeismic Walkdown ChecklistSeismic Walkdown EngineerSeismic Walkdown TeamSeismic Walkdown Equipment ListUnresolved Safety Issue
1.0 INTRODUCTION
This Report presents the results of the Seismic Walkdown conducted for the Beaver ValleyPower Station Unit 2 (BVz) in support of FirstEnergy Nuclear Operating Company's (FENOC)response to NTTF Recommendation 2.3 in NRC 50.54(0 Letter, dated March 12, 2012.Consistent with the guidelines in Electric Power Research Institute (EPRI) Report 1025286," seismic Walkdown Guidance fo, Resolution of Fukushima Near-Term Task ForceRecommendation 2.3: Seismic," the walkdown implements the procedure described in Section5.0 of this report.2.0 SEISMIC LICENSING BASISThe seismic licensing basis is contained in the Unit 2Updated Final Safety Analysis Report(UFSAR).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 design basis earthquake (DBE). The OBE and DBE are considered equivalent to Vz SafeShutdown Earthquake and the Safe Shutdown Earthquake (SSE), respectively.The OBE is the earthquake which is of sufficient probability of occurrence to require its resultingground accelerations at the site to be considered for operational loadings. The OBE produces thevibratory ground motion for which the Seismic Category I structures, systems and componentsare designed to remain operational without undue risk to the health and safety of the public. TheOBE is considered to be a modified Mercalli Intensitv VI as measured at the site.JThe DBE/SSE is that earthquake giving rise to the maximum vibratory ground acceleration at asite which can be reasonably predicted from geologic and seismic evidence.Seismic Category I instrumentation and electrical equipment are designed to maintain thecapability to:1. Initiate a protective action during the safe shutdown earthquake (SSE),2. Withstand seismic disturbances during post-accident operation without loss of safety function. Instrumentation and electrical equipment are seismically qualified in accordance with generalinstructions for earthquake requirements (UFSAR Section 3.78.3.1). These requirementsconform with, and exceed, those outlined in IEEE Standard 344-197l, and are in agreement withthe acceptance criteria in SRP 3.10, Rev. 1, 11-75 (NUREG-75-087). Although notrequired (dueto Beaver Valley's docket date being before October 27,1912), IEEE 344-1975 was employedfor seismic qualification of Seismic Category I electrical equipment when feasible.Instrumentation and electrical equipment may be tested as individual components, as part of asimulated structural section, or as part of a completely assembled module or unit.:F1GURE ! 78-lO*StGft RESPONSE SPECTRASAFE SHUTDO'#N EARTHOUAXE8*AVER VALLEY PC**R STATfi,U*I: 2FiltAL SAFETT A*ALYSlS n*PCRTUFSAR Figure 3.78-1: Response Spectra SSEF:6u*f, 3.tr-2D*StGn RESFC{tSg sPEcrftr1/2 SLFg SHUTOOWT{ EAFrI{CXJAKESEAVER VAttty POt*RStrr6x-u'ltT ztrflrl slFtTr attlrgtg iEPollrUFSAR Figure 3.78-2: Response Spectra 7z SSEThe response of racks, panels, cabinets, and consoles is considered in assessing the seismiccapability of instrumentation and electrical equipment. As a minimum, mounted equipment isqualified to acceleration levels consistent with those transmitted by supporting structures. Adesign objective is to minimize amplification of floor acceleration by supporting members tomounted equipment. Determination of amplification and seismic adequacy of instrumentation and electrical equipment are implemented by the analysis and testing methods outlined inUFSAR Section 3.78.3.t.Supports for Seismic Category I electrical equipment, instrumentation, and control systems areseismically qualified by the analysis and testing procedures outlined in Section 3.7F.3.I.Supports are designed to withstand the combined effects of normal operating loads actingsimultaneously with horizontal and vertical components of earthquake loading and must retaintheir functional capability and structural integrity as applicable. When qualified by analysis,stress levels permitted under applicable codes. If there are no applicable codes, the stress levelunderthe combined loading for an operating basis earthquake (OBE) does not exceedTl percentof the minimum yield strength of the material in accordance with the ASTM specification.The design earthquakes, OBE and DBE, for the plant are specified by OBE and DBE designresponse spectra. These criteria are based on the plant site geologic investigations andseismologic recommendations as discussed in Sections 2.5 and3.7 through 3.10 of the Unit 2UFSAR. These spectra represent earthquake ground motions which are potentially damaging tostructures. While these spectra could be exceeded by ground motion "spikes" above l0Hz,extensive investigations concerning the effects of these high-frequency motions, both fromstructure/equipment evaluations as well as seismological considerations, demonstrate theadequacy of the spectra used for design.The horizontal design response spectra used for seismic analysis are shown on UFSAR Figures3.18-1 and 3.78-2. The spectra for the safe shutdown earthquake (SSE) coffespond to amaximum ground surface acceleration of 0.1259, and the spectra for the Il2 safe shutdownearthquake (ll2 SSE) correspond to a maximum ground acceleration of 0.069. (The operatingbasis earthquake, which is referenced in Section3.2, and Regulatory Guide 1.143, is equivalentto ll2 of the SSE.) These spectra differ from the spectra in Regulatory Guide 1.60. The BeaverValley Power Station - Unit 2 (BVPS-2) spectraare based in Appendices 2C and 2D of theBVPS-2 PSAR, and as revised in the response to USAEC Regulatory Position 3 of May 25,1973(Question 3.15, BVPS-2 PSAR, AmendmentT, July 9,1973). The vertical design responsespectra are taken to be two-thirds of the horizontal design response spectra.For the Beaver Valley Nuclear Power Plant Unit 2 design SSC spectra refer to Figure2-I Beaver Valley Unit 2 SSE SpectraFIa0Hgoa-Ptol-goII1_.00.80.6o.4o.20.00.1Frequency [HzJFigure 2-1: The SSE response spectrum for Beaver Valley Unit 2 was digitized from BVZ FSARFigure 3.78-23.0 PERSONNEL QUALIFICATIONSThe following personnel worked together to formulate the list of selected equipment for theBeaver Valley Nuclear Power Station NTTF Recommendation 2.3 Seismic Walkdown:o J. Reddingtono R. Muellero D. Renyo F. BeigiThe ABS Consulting Walkdown Team consisted of the following individuals:o F. Beigio E. Guerrao B. LucarelliAdditionally, J. Reddington served as the reviewer of the Licensing Basis and of theIndividual Plant Examination External Events (IPEEE). Mr. M. Alvi served as the lead peerreviewer for this effort.The seismic walkdown 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, andcomponents (SSC). In addition to completion of the NTTF 2.3 training provided by EPRI theseindividuals (J. Reddington, M. Alvi, F. Beigi, E. Guerra, and B. Lucarelli) have also completedthe EPRI Seismic Qualification Utility Group (SQUG) training. Resumes and certificates of thewalkdown team members are presented in Appendix A of this report.The above mentioned individuals have experience in earthquake engineering and seismicanalysis. Additionally, the team collectively represents previous Nuclear Power Plantwalkdowns experience associated with the 4,-46 program, IPEEE, and recent Fukushima relatedstress tests for plants outside the United States.Based on their knowledge of plant documentation, associatedprevious IPEEE evaluation, these individuals also supportedplanning, equipment location determination, and selectionSeismic Walkdown.SSCs, equipment classes, and theequipment selection, walkdownof walk-by areas for the 2.34.14.0 SELECTION OF SSCSConsistent with the guidance in EPRI 1025286, "seismic Walkdown Guidance," (Reference 1)dated Muy, 2012, the process of selecting the SSCs for inclusion of the Seismic WalkdownEquipment List (SWEL) 1 and SWEL 2 in support of the walkdown began with the creation oflarger lists. The development of the list for SWEL 1 is presented first in Section 4.1 and it isfollowed by that for SWEL 2 rn Section 4.2.Dnvnr,opMBNT oF THE SWEL 1 Ltsr (Rnr,nrnD To Kny Snn'nrv FuNcrtolqs)The EPRI guidance document (Reference 1) says that using the previously developed IPEEEseismic equipment list as a starting point for category 1 SSCs is acceptable provided it covers allof the five safety functions requested, including the containment function.ABS Consulting has assisted FENOC in developing a seismic equipment list (SEL) for use in aseismic probabilistic risk assessment (PRA) for Beaver Valley Untt 2. An existing internal PRAmodel is often 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 currentlyavailable Beaver Valley Unit 2 internal events PRA (i.e., working model BV2REV5F based onReference 2) and the Beaver Valley Unit 2 IPEEE SEL list of 1443 SSCs (Reference 3).Duplicate SSCs, caused by (1) overlap between the two lists and (2)because the PRA contains duplicate basic events for multiple failure modes of an SSC, were removed. Information aboutthe original source of the remaining SSCs was retained. In short, the requirements in the EPRIwalkdown guidance document in preparing the SSC SEL list were adequately satisfied.However, during SSC sampling in preparation for the walkdown, selections were generally madepreferentially from the IPEEE lists of SSCs. This is because the design packages were morelikely to be available for these SSCs, so that advantage could be taken of the earlier designreview work.SSCs from other sources were also chosen so that they were useful for seismic PRA purposes,but did not appear on either source list. For example, panels to be represented in the stillevolving internal fire PRA and tanks represented in the PRA for internal floods were alsoreviewed for possible inclusion. Again, duplicate SSCs were eliminated.The list of SSCs in Tables B-1 and B-3 of EPRI 1025286 (Reference 1) were also reviewed forcompletion. Some SSCs were added as a result of this review.Nuclear steam supply system (NSSS) related SSCs were not required for this application and sowere not added to the list. Also excluded were the supports for this equipment along with all thecomponents mounted in or on this NSSS equipment. Category 1 structures were also added inpreparation for the seismic PRA, though they also are not required for the current walkdowns.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 loss ofcoolant accident (LOCA) frequencies. These SSCs were flagged as important to the containmentsafety function; i.e., they are involved in the computation of large early releasefrequency (LERF).Additionally, major new and replaced equipment, added to the plant since the perfoffnance of theIPEEE and the last Beaver Valley Unit 2 rnternal events PRA update are noted in a separatecolumn of the developed lists titled "screen 4d - Major New & Replacement Equip." Theseevents were identified by consulting with long term plant operations staff that identified specificequipment items that had been replaced or overhauled, and by computenzed searches of theword "replace" in titles of existing engineering change packages (ECPs). Both lists were thenevaluated to match equipment IDs appearing on Base List 1 with specific ECP numbers, thatwere judged to be of a major change. There were several IPEEE vulnerabilities requiring plant changes identified for the BeaverValley Unit 2 IPEEE. These vulnerabilities were associated with RCP Seal LOCA, StationBlackout, containment bypass/isolation failure, loss of switchgear HVAC and transients withoutscram. Modifications performed in response to these vulnerabilities included new operatoraction procedures for mitigation of loss of emergency switchgear ventilation, failure of 4,160 Vfast bus transfer, and battery load shedding. In addition some hardware modifications wereimplemented such as capability to crosstie Unit 1 and 2 diesel generators.Once the initial list of SSCs was developed, it was first screened to retain only seismiccategory 1 quality, equipment. Whether the SSC is regularly inspected, was also noted as this isjustification for a second screen; e.g., for piping systems and containment penetrations.Attributes of the retained SSCs were collected for the following information:Equipment IDBrief SSC DescriptionSSC location - by building, elevation, and area descriptionThe room environment where the SSC is located; including radiation level, moisturelevel, room temperature, and whether the location is inside or outside of plant buildingsSystem 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 walkdownguidance. Panels not previously evaluated for their associated safety functions (i.e., fromthe ongoing PRA for internal fires) were retained for the selection process.Internal event PRA risk achievement worth (RAW) and Fussell-Vesely importancemeasures, 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 Reference 1) used for fragility analysis. Forsome EPRI Categories (i.e.,0, 1, 2,3 and20), a sub-category was defined and tracked separatelyfrom the original category. For example, Category la was assigned for 480V breakers that arefound within the motor control center (MCC) cabinet (i.e., Category 1). None of the breakerSSCs (i.e., assigned to Category 1a) were separately selected for the walkdown because they areaccounted for already in the selection of MCCs. The check valves and manual valves wereassigned to Sub-Category 0d, to avoid linking these numerous SSCs with SSCs also assigned toooooao the EPRI other category. A total of 10 SSCs were selected from the 0 and 0d EPRI categories.All of the EPRI categories were later employed as part of the SSC selection process. Except forEPRI Categories 11 (chillers), 12 (air compressors), and 13 (motor generators) at least one SSCwas selected from the other EPRI categories. Equipment in categories 11, 12, and 13 do appearon the combined list, however, at Beaver Valley Unit 2, none of these equipment are seismicCategory 1 and therefore are screened from Base list 1.Base List 1, as defined in the EPRI walkdown guidance is attached as Table 4-I for BeaverValley Unit 2. The equipment coming out of Screen #3 and entering Screen #4, make up the"Base List 1". All SSCs in this table are seismic Category I SSCs, are not regularly inspected,and are associated with one of the safety functions and supporting systems defined in the EPRIguidance. They are therefore candidates for the SSC selection process. The column labeled SSCsource identifies the original list of SSCs from which the SSC made its way onto the list. Insome cases, SSCs appeared on both the original internal PRA and the IPEEE lists for BeaverValley Unit 2. This is so indicated in the SSC source column.SWEL 1, as defined in the EPRI walkdown guidance (Reference 1) is attached asTable 4-2.The format is the same as that in the Base List l, and the table is the same except that only theselected SSCs are shown. The equipment coming out of Screen #4 and entering the SWEL 1bucket make up the SWEL I list. The selected SSCs have been chosen to account for a varietyof systems, equipment types, room environments, and considering whether the SSCs involvenew or replaced equipment since the completion of the IPEEE, or are subject to enhancements asa result of findings from the IPEEE.SWEL I includes representative items from some of the variations within each of the aboveattributes. A total of 109 SSCs were selected. Beaver Valley Unit 2 plant operations staff wasconsulted in the SSC selection process. The selected list of SSCs is from most all of the majorbuildings including the containment. Two components are from the valve pit and one (RefuelingWater Storage Tank) is from the yard. Many of the selected SSCs are from support systems, butthere are also SSCs selected from each frontline system. A total of 94 SSCs came from theoriginal IPEEE or current internal events PRA model. Another 10 SSCs came from the list ofpanels reviewed for the Fire PRA (Fire Panels). SSCs are selected from each of the safetyfunctions, includingT related to the containment function. There were 13 SSCs selected that arelocated in relatively high radiation areas and I 1 that are often in damp or humid areas and 2 that are in wet areas. Most SSCs selected are in cool and dry areas. However, 77 are chosen fromnormally wium areas and 10 from relatively hot areasThe column in Table 4-2labeled "Reason for Selection into SWEL I'o summat:'zes 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. Also, SSCs subject to IPEEE vulnerability are labeled as Screen 4e.For a number of SSCs, the internal events PRA importance rankings (i.e., Screen 4f) indicatedthat the SSC is risk significant (i.e., RAW>2 or FV>.005). A representative set, but not all, ofsuch risk significant SSCs were, therefore, included in the selected list. A number of selectedSSCs are located inside the containment. These SSCs were not accessible and therefore were notexamined during the September walkdowns. Those SSC's located in containment were walkeddown on October 5'h 2012 during refueling outage 2R16.4.2DBVNT,OPMENT or SWEL 2 ron Spnnr Funt, Poor, Rnr,nrnD ITEMSFor spent fuel pool repeated items, there was no starting list of SSCs with which to begin.Instead, the functions of the spent fuel pool systems were reviewed and equipment related topool cooling and make up were included on a new list. Reference 4 details the operator actionsto respond to a loss of spent fuel pool cooling or a loss of inventory. The functions consideredwere normal spent fuel pool cooling, spent fuel pool makeup from demineralized water, spentfuel pool makeup using gravity feed from the refueling water storage tank (RWST), and spentfuel pool makeup from the fire protection system or from river water. The equipment identifiedfor these functions in Reference 4 were included in the list along with the SSCs which make upthe boundaries of the alternative makeup flow paths. The RWST and CVCS (i.e., from theblender) system were not included in the spent fuel pool list of SSCs as those systems areincluded in Base List 1: i.e.. see Section 4.1.Base List 2 is attached as Table 4-3. The equipment coming out of Screen #2 and enteringScreen #3 in Figure l-2 of the EPRI walkdown guidance report (Reference 1) make up "BaseList 2." A11 SSCs on this list are seismic category I and involve equipment and systems relatedto the spent fuel pool. At Beaver Valley Unit 2, the spent fuel pool cooling pumps and heatexchangers are Seismic Category I and therefore are included on Base List 2 Attributes of the retained SSCs were collected for the following information:o Equipment ID. Brief SSC Descriptiono SSC location - by building, elevation, and plant room numbero 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 used for fragility analysis. These EPRI categories werelater employed as part of the SSC selection process.At Beaver Valley Unit 2, rt is not possible to siphon the spent fuel pool level down to less than10' above the top of the spent fuel rack; i.e., failures resulting in a rapid drain-down cannot occur(Reference 5). Therefore, the rapid drain-down list of SSCs is empty for Beaver Valley UnitZ.SWEL 2, as defined in the EPRI walkdown guidance is attached as Table 4-4. A total of 10equipment items are included in SWEL 2.There are no entries from rapid drain-down considerations; i.e., from Screen #4. The equipmentcoming out of Screen #3 and entering the SWEL 2 bucket in Figure L-2 from the EPRIwalkdown guidance report make up this second Seismic Walkdown Equipment List. The formatis the same as that in the Base List 2, and the table entries are the same except that only theselected SSCs are shown. The selected SSCs have been chosen to account for a variety ofequipment types and room environments. Since Base List 2 is much shorter than that of BaseList 1, and the number of applied screens smaller, the column labeled "Reason for Selection"simply contains the associated EPRI category and a text description of why each SSC waschosen. 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It also presents the results and findings of the walkdownand documents the checklists utilized to record the walkdown data.It is concluded that the approach implemented to conduct the seismic walkdowns and area walk-bys satisfies the characteristics and recommendations outlined in EPRI Report 1025286.Therefore, by following these guidelines, the walkdown approach and format of the resultsdocumented herein fulfills the requests established in the NRC 50.54(f) letter, Enclosure3,Recommendation 2.3 : Seismic.5.LWar,roowN PnnpanATroNThe overall procedure directly implements the EPRI guidelines. However, due to their uniquenature, the following description gives special attention to the selection and execution of theconfiguration checks of selected anchorage. EPRI guidelines recommend that a minimum of 50percent of the equipment considered in the walkdown 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 supportof NTTF 2.3. However, with the exception of one block wall, Beaver Valley Power Station Unit2 does not have any safety related masonry block walls associated with Seismic Category Icomponents, thus the process to verify block wall adequacy per IE 80-11 has been omitted forthis walkdown. It is noted that the seismic adequacy of one block wall mentioned above wasconfirmed from existing design calculations.Prior to the walkdowns, the Seismic Walkdown Engineers (SWE) examined available plantdocumentation associated with anchorage design and correlated this to relevant SWELcomponents and the respective Seismic Walkdown Checklists (SWC) and Area Walk-ByChecklists (AWC). This pre-walkdown 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 tabletsused during the walkdown with the intention of verifying, if required, ?ny anchorageconfiguration. 5.2NTTF 2.3 Wnr,KDowNSThe NTTF 2.3 walkdowns at Beaver Valley Unit 2 were performed over a duration of five daysfrom September IJ to September 21,2012 and a one day walkdown on October 5, 2012 forequipment that were inside the Containment building. During the walkdowns, the SWEscompleted the walkdown checklists as SWEL components were inspected. Selected anchorageconfigurations were verified for 50Vo of the floor or wall mounted components on the SWELwith respect to design documentation, including anchorage design drawings and IPEEEcalculations.5.3 Posr War,rnowN AcrrvrrrnsThe primary activity after the walkdown 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 walkdown were linkedto the respective checklists. Some of the findings of the walkdown that could not readily bedispositioned during the walkdowns were evaluated further through additionalcalculation/modification package reviews for proper disposition. The post walkdown activityalso developed this walkdown report.6.0SUMMARY OF THE WALKDOWN RESULTSWnrr DowN lrnus AND Wlr,x-BY AREASThe SWEL I included a total of 109 components, and SWEL2 included a total of 10components. From this total of 119 components, 105 components were successfully walkeddown during the week of September ll to September 2l,2012.The SWT returned to the site onFriday, October 5 and walked down the remaining 14 components located inside the ReactorBuilding. Table 6- 1 and Table 6-2 tdentify the walkdown items and walk-by areas, respectively.The areas walk-by and the walkdown items are cross correlated on the respective SWCs andAWCs. Table 6-3 provides the list of equipment that was walked down.6.1 Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID NoEquipment ClassBldgEIArea Description2CCP-27 A0d. Other-Check or Manual ValveAXLB735N-EAST 2 AXLB 735}CCP-40d. Other-Check or Manual ValveAXLB735N-EAST 2 AXLB 7352CCP-AOVIOTA7. Pneumatic-Operated ValvesRCBX718RCBX 721-A RCP Pump Cub}CCP-EZIA21. Tanks and Heat ExchangersAXLB710AXLB 710 HX2CCP-FTlO7A18. Instrument (on) RacksRCBX7t8RCBX 7182CCP-MOVl12A8A. Motor-Operated ValvesRCBX118RCBX 718-Annulus2CCP-MOVl198A. Motor-Operated ValvesMSCV773IAC Room2CCP-MOV150-18A. Motor-Operated ValvesMSCV722MSCV 718}CCP-PzIA5. Horizontal PumpsAXLB735N/EAST 2 AXLB 7352CCP-PT1O7A18. Instrument (on) RacksRCBX718RCBX 7I8}CCP-TKZIA21. Tanks and Heat ExchangersAXLB773AXLB 773 Cool Surge Tank2CHS-FCV I I4A7. Pneumatic-Operated ValvesAXLB710AXLB 7102CHS-HCVI867. Pneumatic-Operated ValvesAXLB7r8AXLB 7182CHS-LCV I I588A. Motor-Operated ValvesAXLB718AXLB 7I82CHS-MOV31O8A. Motor-Operated ValvesRCBX692RCBX 692-Near Inner Stairs2CHS-MOV8132A8A. Motor-Operated ValvesAXLB718AXLB 7182CHS-P21A5. Horizontal PumpsAXLB735AXLB-CP-7352CHS-SOV20688. Solenoid ValvesAXLB755AXLB 755 Boric Acid TK Rm2CHS-TK21A21. Tanks and Heat ExchangersAXLB755AXLB 755 Boric Acid TK Rm2CVS-SOV 10288. Solenoid ValvesMSCV718MSCV 7182CVS-SOV I51A88. Solenoid ValvesMSCV718MSCV 7182DAS-AOVlOOA7. Pneumatic-Operated ValvesRCBX718RCBX 718-PEN-724 COL 92EGF'-LIS2O3A18. Instrument (on) RacksDGBX732EDG 2-I2EGF-Pz1A6. Vertical PumpsDGBX732EDG 2-1ZEGF-TK22A21. Tanks and Heat ExchangersDGBX732EDG 2-1zEGS-EG2-117. Engine GeneratorsDGBX732EDG 2.12FNC-1080d. Other-Check or Manual ValveFULB729FULB 729 PI0y4P Room2FNC-E21A21. Tanks and Heat ExchangersFULB740FULB 741HX Room2FNC-EJM23OA0d. Other-Check or Manual ValveFULB729FULB 729 PIl/.P Room2FNC-P21A5. Horizontal PumpsFULB729FULB 729 P}dP Room2FNC-RV1O10d. Other-Check or Manual ValveFULB740FULB l4l HX Room2FNC-TI1O1A19. Temperature SensorsFULB740FULB 741HX Room2FNC-TI1O2A19. Temperature SensorsFULB740FULB 741HX Room2FWE-FElO1A18. Instrument (on) RacksSFGB741SFGB 141 Cubicle A Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID NoEquipment ClassBldgEIArea Description2FWE-HCVlOOD7. Pneumatic-Operated ValvesSFGB74rSFGB 147 Cubicle CzFWE-P225. Horizontal PumpsSFGB718SFGD 7182FWE-P23A5. Horizontal PumpsSFGB7t8SFGD 7182FWS-FCV4787. Pneumatic-Operated ValvesSRVB780SRVB 780zFWS-FCV4797. Pneumatic-Operated ValvesSRVB780SRVB 7802FWS-HYV157A7. Pneumatic-Operated ValvesMSCV773Main Steam Room F,1718zFWS-LT477F18. Instrument (on) RacksRCBX718RCBX 71S-Annulus2HVC-ACU2O1A10. Air HandlersCNTB735CNTB 735-AC Room2HVD-DMP2OlA7. Pneumatic-Operated ValvesDGBX759EDG 2-1 Upstairs2HVD-DMP22A7. Pneumatic-Operated ValvesDGBX759EDG 2- I Upstairs2HVD-FN27OA9. FansDGBX759EDG 2-1 Upstairs2HVP-CLC265A10. Air HandlersAXLB755AXLB 755-MCC RoomzHVR-ACU2O7 A10. Air HandlersSFGB741SFGD ]4I-PLAT2HVR-T12281 9. Temperature SensorsCNTB735Control Room2HVR-T1228-I19. Temperature SensorsCNTB735Control Room2HVW-FN257 A9. FansINTS705Intake Cubicle C2HVW-MOD21A7. Pneumatic-Operated ValvesINTS705Intake Cubicle DZHYZ-DMP21547. Pneumatic-Operated ValvesMSCV773SWGR Vent Room 7732HVZ-FN261A9. FansMSCV713SWGR Vent Room 7732HVZ-FN26LB9. FansMSCV773SWGR Vent Room 7732MSS-AOV1O1A7. Pneumatic-Operated ValvesMSCV773Main Steam Room El 7892MSS-SOV1O5A8B. Solenoid ValvesMSCV773Main Steam Room El 7892MSS-SV1O1A0d. Other-Check or Manual ValveMSCV773Main Steam Rm Upper Plat.2QSS-2970d. Other-Check or Manual ValveYARD730Yard2QSS-MOVl00A8A. Motor-Operated ValvesSFGB718SFGD 718 UP2QSS-MOV10lA8A. Motor-Operated ValvesSFGBt18RSS Cubicle2RCS-AOV1O17. Pneumatic-Operated ValvesMSCV718MSCV 7182RCS-PT44O18. Instrument (on) RacksMSCV740MSCV East 7352RHS-E21B21. Tanks and Heat ExchangersRCBX707RCBX 7072RHS-HCV758A7. Pneumatic-Operated ValvesRCBX692RCBX 7072RHS-MOV7O2A8A. Motor-Operated ValvesRCBX718RCBX 718-A RCP Pump2RHS-MOV72OA8A. Motor-Operated ValvesRCBX718RCBX 718-8 RCP Pump2RHS-P21A6. Vertical PumpsRCBX107RCBX 7072RHS-RV721A0d. Other-Check Manual ValveRCBX692RCBX 7072RSS-TI15OA19. Temperature SensorsCNTB135Control Room Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Irems (SWEL l+2)Equipment ID NoEquipment ClassBldgEIArea Description2SIS- 10d. Other-Check or Manual ValveSFGB7r8SFGD 7I825IS-670d. Other-Check or Manual ValveRCBX718RCBX 7l8-Annulus Col 425IS-MOV863A8A. Motor-Operated ValvesSFGB718SFGD 718 West2SIS-MOV867A8A. Motor-Operated ValvesAXLB710AXLB 710 Boron TankzSIS-MOV8811A8A. Motor-Operated ValvesSFGB718SFGD 718 West2SIS-P21A5. Horizontal PumpsSFGB718SFGD 7182SVS-HCV1047. Pneumatic-Operated ValvesMSCV773Main Steam Room E17782SVS-PCV I OlA0d. Other-Check or Manual ValveMSCV773Main Steam Room Upper Plat.zSWS-570d. Other-Check or Manual ValveINTS705Intake Cubicle D2SWS-EJMZ}IA0. OtherINTS705Intake Cubicle C2SWS-MOV1O4A8A. Motor-Operated ValvesSFGB7r8SFGD 718 West2SWS-MOVl0648A. Motor-Operated ValvesVLVP718Valve Pit A2SWS-MOV I I348A. Motor-Operated ValvesDGBX732EDG 2-12SWS-P21A6. Vertical PumpsINTS705Intake Cubicle D2SWS-PCVl187. Pneumatic-Operated ValvesINTS705Intake Cubicle C2SWS-PT-l 13418. Instrument (on) RacksVLVP718Valve Pit A2SWS-PT-II7 A18. Instrument (on) RacksINTS705Intake Cubicle D480VUS-2-82. Low Voltage SwitchgearSRVB730Emerg SWGR AE480VUS-2-92. Low Voltage SwitchgearSRVB730Emerg SWGR DF4KVS-2AE3. Medium Voltage SwitchgearSRVB730Emerg SWGR AE4KVS-2DF3. Medium Voltage SwitchgearSRVB730Emerg SWGR DF52-BYA2. Low Voltage SwitchgearMSCV755CV&RC Area-Reac-2T-SWGR52-RTA2. Low Voltage SwitchgearMSCV755CV&RC Area-Reac-2T-SWGRBAT-2-115. Battery RacksSRVB730Battery Room 2-1BAT-CHG2-116. Battery Chargers and InvertersSRVB730Emerg SWGR AEBAT-CHG2-316. Battery Chargers and InvertersSRVB730Emerg SWGR AEDC-SWBD2-12. Low Voltage SwitchgearSRVB730Emerg SWGR AEMCC-2-EOI1. Motor Control CentersINTS705Intake Cubicle DMCC-2-EO31. Motor Control CentersAXLB755AXLB 755-MCC RoomMCC-2-EO51. Motor Control CentersMSCV735MSCV WestMCC-2-E07l. Motor Control CentersDGBX732EDG 2-1MCC-2.E091. Motor Control CentersCNTB707Control BLDG MCCMCC-2-E1I1. Motor Control CentersSFGB737SFGD 737PNL 2DIGEN-l20. Instrument and Control PanelsDGBX732EDG 2-1PNL DC2-0714. Distribution PanelsSRVB730Emerg SWGR AE Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown ltems (SWEL l+2)Equipment ID NoEquipment ClassBldgBIArea DescriptionPNL DC2-1914. Distribution PanelsSRVB730Emerg SWGR AEPNL-2BLG-SER20. Instrument and Control PanelsCNTB735Control RoomPNL-2RPU-A20. Instrument and Control PanelsCNTB701CNTB 707PNL-SEQ-24420. Instrument and Control PanelsSRVB730Emerg SWGR AEPNL-VITBS2-1A14. Distribution PanelsCNTB707CNTB 707 SW CornerPNL-VITBS2-2C14. Distribution PanelsCNTB735Control Room2QSS-LT 104418. Instrument (on) RacksYARD730YardRK-2AUX-REL-C20. Instrument and Control PanelsCNTB707CNTB 707RK-2PRI-PROC-120. Instrument and Control PanelsCNTB707CNTB 707RK-2PRI-PROC-220. Instrument and Control PanelsCNTB707CNTB 707RK-2SEC-PROC-A20. Instrument and Control PanelsCNTB707CNTB 707RK-2NUC-INS20. Instrument and Control PanelsCNTB735Control RoomTRF-2-8N4. TransformersSRVB730Emerg SWGR AEUPS-VITBS2-116. Battery Chargers and InvertersSRVB730Emerg SWGR AEUPS-VITBS2-I -REG4. TransformersSRVB730Emerg SWGR AE TabLe 6-2: Beaver Vallev 2 NTTF 2.3 Walk-Bv AreasAreaBldgFloor ElAXLB 7IOAXLB110AXLB 710 Boron TankAXLB110AXLB 7IO HXAXLB710AXLB 718AXLB718AXLB 755 Boric Acid TK RoomAXLB755AXLB 755-MCC RoomAXLB755AXLB 773 Cool Surge TankAXLB773AXLB-CP-735AXLB735Batterv Room 2-lSRVB730CNTB 707CNTB707CNTB 707 SW CornerCNTB707CNTB 735-AC RoomCNTB735Control BLDG MCCCNTB707Control RoomCNTB735CV&RC Area-Reac-2T-SWGRMSCV755EDG 2-1DGBX732EDG 2-1 UpstairsDGBX759Emerg SWGR AESRVB730Emerg SWGR DFSRVB730FULB 729 PMP RoomFULB729FULB 741HX RoomFULB741IAC RoomMSCV773Intake Cubicle CINTS705Intake Cubicle DINTS705Main Steam Room 81718MSCV778Main Steam Room El 789MSCV789Main Steam Room Upper Plat.MSCV773MSCV 718MSCV718MSCV East 735MSCV735MSCV WestMSCV735N-EAST 2 AXLB 735AXLB735RCBX 692-Near Inner StairsRCBX692RCBX 707RCBX107RCBX 718RCBX718RCBX 718-A RCP PumpRCBX718RCBX 718-AnnulusRCBX718 TabIe 6-2: Beaver Valley 2 NTTF 2.3 Walk-Bv AreasAreaBldgFloor ElRCBX 7l8-Annulus Col 4RCBX718RCBX 718-8 RCP PumpRCBX718RCBX 7I8-PEN-724 COL 9RCBX718RCBX 721-A RCP Pump CubicleRCBX721RSS CubicleSFGB718SFGB 741 Cubicle ASFGB141SFGB 741 Cubicle CSFGB741SFGD 718SFGB718SFGD 7I8 UPSFGB7r8SFGD 718 WestSFGB718SFGD 737SFGB737SFGD 741-PLATSFGB741SRVB 780SRVB780SWGR Vent Room 773MSCV773Valve Pit AVLVP718YardYARD730212 Table 6-3: Beaver Valley 2 NTTF 2.3 Components Categorizedby EPRI ClassesEPRICat No.Equipment DescriptionComponentsWalked Down0Other131Motor Control Centers and Wall-Mounted Contactors62Low Voltase Switchsear and Breaker Panels53Medium Voltaee. Metal-Clad Switchsear24Transformers25Horizontal Pumps66Vertical Pumps37Pneumatic-Operated ValvesI78Motor-Operated and Solenoid-Operated Valves209Fans410Air Handlers31lChillers012Air Compressors013Motor Generators0I4Distribution Panels and Automatic Transfer Switches415Batterv RacksI16Battery Chargers and Inverters3t7Engine GeneratorsI18Instrument (on) Racks9t9Temperature Sensors520Instrumentation and Control Panels921Tanks and Heat Exchangers6 6.2Wal,r Dowt{ AND Ann.t WlI x-By FrNnIncsThe examination of walkdown items and observations in area walk-bys confirms the generalseismic robustness of the design and installation. The plant is well maintained and no majorissues related to potentially adverse conditions were uncovered. In general, based on the numberof minor potentially adverse seismic conditions identified during the walkdown, it can beconcluded that most components and areas were found to be in good condition and that no majordegraded or design non-conformances were identified. Generally, the nature of the potentiallyadverse conditions is related to mild corrosive conditions, responsiveness for old deficiency tagsand minor discrepancies between existing and as-designed conditions.Several relatively minor findings are reported here. Observations in this respect are organized onthe basis of potentially adverse seismic conditions identified during both Seismic walkdowns andarea walk-bys.6.2.1 Seismic Walkdown FindingsThe following section presents potentially adverse seismic conditions and findings identifiedduring the Seismic walkdowns. A total of 7 potentially adverse seismic conditions wereidentified during the Seismic walkdowns. Table 6-4 provides a summary of aLI I adverse findingconditions identified. As shown in Tab\e 6-4, six condition reports were issued, which requiredLicensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation is notrequired are provided in the Component's respective SWC provided in Appendix B.Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic WalkdownsEquipmentID NoEquipment ClassDescription of Adverse SeismicConditionLicensingBasisEvaluationRequiredReference forJustification2SWS-P21A6. Vertical PumpsCorroded bolts for Vertical Pumo2SWS-P2IA.YescF.-2012-r44082SWS-MOVl13A8A. Motor-OperatedValvesDeficiency tag for leakage inpacking of MOV I 13AYescR-2012-14409MCC-2-El11. Motor ControlCentersUnrestrained 55 gallon drumlocated near MCCYescR-2012-14420 Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic WalkdownsEquipmentID NoEquipment ClassDescription of Adverse SeismicConditionLicensingBasisEvaluationReouiredReference forJustificationPNL-SEQ-24420. Instrument andControl PanelsInteraction potential betweenlighting fixture and PNL-SEQ-244YescR-2012-144632QSS-LT1O4A18. Instrument (on)RacksCorrosion identified on enclosureand anchorage of component2QSS-LT104AYescR-2012-t47 442QSS-2970. Other - Check orManual ValveCorrosion identified on yoke ofmanual valve 2QSS-297YescR-2012-r47492FNC-P21A2FNC-E21A5. Horizontal Pumps21. Tanks and HeatExchangersSubstantial unsupported spanbetween discharge nozzle forPump 2FNC-P21A and inletnozzle for Heat Exchanger 2FNC-E21A.NoSWC for2FNC-P21A& 2FNC-EzIA The following section provides additional insight into generally found scenarios andsubsequently resolved conditions.o Outage maintenance equipment Incated inside Reactor BuildingSeveral carts, storage boxes and general housekeeping equipment were identified in areas walkedby inside the containment building. It was noted that most of the carts and storage boxes in thearea were properly restrained while others, such as ladders and maintenance tools, were not. Itwas confirmed by plant personnel that the nature of any unrestrained equipment identified indifferent areas was due to the works being performed as part of the ongoing plant outage inconformance with the plant house keeping requirements.Figure 6-1: Maintenance equipment located inside Reactor Containment Building216 o Corrosion identift,ed on inspected Yard ComponentsA corrosive state was identified for components inspected in the Yard area. A corrosioncondition was identified for the anchorage of the level transmitter 2QSS-LT104A. A corrosivestate was also identified on the yoke of the manual valve 2QSS-297. Both of these componentsare located outside in the yard area near the RWST 2QSS-TK21 at elevation 734' . NotificationNo. 600788283 was initiated in order to restore the condition of these components (see alsocondition reports CR-2012-147 44 and CR-2012-147 49).Figure 6-2: Corrosive condition found for Yard components32rl o Substantial unsupported pipe length between pump 2FNC-P21A and HX 2FNC-E2IAWhile performing the walkdowns in the Spent Fuel Building, the SWT identified a long span ofpiping between the Pump 2FNC-P2IA discharge nozzle and the Heat Exchanger 2FNC-E21Ainlet nozzle that did not have any lateral restraints. After further discussion regarding thisfinding, the SWT was informed that this portion of the Spent Fuel piping system is not seismiccategory 1. Nevertheless, pipe stress calculations for this piping were identified, which showedseismic adequacy of the piping and nozzles.Figure 6-3: View of piping system between Heat Exchangers and Pumps in the SFP area.2r8 o Interaction potential between lighting fi,xture and Panel PNLSEQ-244The SWT identified a potential for interaction between a chain hung lighting fixture and controlpanel PNL-SEQ-244 located in the Emergency Switchgear AE at elevation 730'. Lightingfixtures are located near the top of the panel which, during a seismic event, could potentiallyswing and hit the top section of the panel. Condition report CR-2012-14463 was issued tocorrect this impact concern.Figure 6-4: Lighting fixtures near Panel PNL-SEQ-}44219 6.2.2 Area Walk-By FindingsThe following section presents potentially adverse seismic conditions and findings identifiedduring the area walk-bys. A total of 7 potentially adverse seismic conditions were identifiedduring the area walk-bys. Table 6-5 provides a summary of aIl 7 potentially adverse seismicconditions identified. As shown in Table 6-5, six condition reports were issued, which requiredLicensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation is notrequired are provided in the Area's respective AWCs provided in Appendix C.Table 6-5: Potentially Adverse Seismic Conditions Identified from Area Walk-BysAreaBldgFloor ElDescription of AdverseSeismic ConditionLicensingBasisEvaluationRequiredReference forJustificationValve Pit AVLVP718Deficiency tag for component2SWM-MOV562.YescR-2012 -14412MSCV 718MSCV718Deficiency tag for component2SWS-MOVl60.YescR-2012 -14449MSCV 718MSCV718Deficiency tag for component2SWS-MOYt62.YescR-20r2-14450MSCV 718MSCV718Deficiency tag for component2SWS-MOVl 52-1.YescR-20r2 -14452MSCV 718MSCV718Corroded bolts on valve2SWS-MOVl61.YescR-2012 -14455AXLB 710 HXAXLB710Corroded flange nuts fornozzle outlet of component2CCP-EZIC.YescR-2012 -14459EDG 2- I UpstairsDGBX759EDG Resistor Bank supported on 4 porcelain feet.NoAWC for EDG 2-lUpstairs o Ernergency Diesel Generator Ground Resistor 2EGS-GW2-IWhile performing the area walk-by for the Diesel Generator Building 2-1, SWEs identifiedResistor 2EGS-GR2-1 to be mounted on 4 porcelain feet and not top braced. The SWT discussedthe possibility of an electrical safety concern if there were cuffent running through the resistorbank at the time of an earthquake. Since this equipment is only used for periodic testing and isnot Category I equipment, SWE's judged the configuration to be adequate and not to present aseismic concern.Figure 6-5: Emergency Diesel Generator Ground Resistor 2EGS-GR2-1221 6.3ConrrcuRATroN CnncrsThe SWELL l+2 rncluded 70 items, which were not in-line components such as valves. Theprocess of verifying the anchorage configuration focused on 35 SWEL components arbitrarilyselected prior to walkdown proceedings (this is 507o of the SWEL items with anchorageconfigurations). Appendix D provides a list of the 35 components comprising the anchorageconfiguration list linked with the specific references used for verification purposes; i.e., IPEEECalculations, design drawings, etc.The anchorage configuration for each of the 35 SWEL components listed in Appendix D wasverified based on IPEEE Calculations and Plant Design documentation. SWEs referred to designdrawings as the main reference for anchorage verification whenever it was possible to have acomplete field inspection of the anchorage. The design drawings were uploaded onto electronictablets for quick accessibility during the walkdowns and verification of the as-installedconfiguration against the design drawings. In cases where design basis drawings were not readilyidentifiable, SWEs referred to previous IPEEE Calculations to ensure that the configuration wasassessed during the IPEEE program and no design concerns were identified. These configurationchecks verified consistency of as-installed conditions to that of the design drawings/calculationsin all 35 instances. 7.0LICENSING BASIS EVALUATIONThirteen condition reports (CR) were generated as a result of these walkdowns. The following isa list of the condition reports written as a result of the walkdowns: CR-2012-14408,, CR-2012-14409, CR-2012-14412, CR-2012-t4420, CR-20t2-14449, CR-2012-14450, CR-2012-14452,CR-2012-14455, CR-2012-14459, CR-2012-14463, CR-2012-14744, CR-2012-14749, and CR-2012-14758. The following summarizes the condition and resolution to the condition reportswritten as a result of the walkdowns.cR-2012-14408While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, rt was observed thattwo out of twelve nuts for the bolts anchoring the Service Water Pump 2SWS*PzlAbase to theanchor plate are coffoded. This pump is located inside the Intake Structure at elevation 705'Cubicle D.Observation concluded that there is only surface rust on the bolts and the nuts. Even though theyare coffoded, they are capable to perform their intended design function based on engineeringjudgment. The two nuts are located near each other are readily visible as mildly corroded. Nocalculations or drawings are affected since the nuts are able to perform the intended function.To avoid further degradation of the nuts due to presence of moist environment, the nuts shouldbe replaced in the next system window and painted to mitigate corrosion. Initiated NotificationNo. 600786691 to perform the work to be done under Work Order 200530157.cR-2012 -14409While performing seismic walkdowns per NRC Letter 50.54f Section 2.3,, it was observed that aDeficient Tag (Tag ID 1 17 472) for Component 2SWS-MOVl 13A has been in place with no dateon it and no physical work performed to correct the deficiency. This motor operated valve islocated inside the Diesel Building (DGBX) at elevation 732'. The deficienttag says "Leakage inPacking." This leakage has also resulted in the corrosion of packing nuts.Observation concluded that there is only surface rust on the bolts and the nuts even though theyare corroded are capable to perform their intended design function based on engineeringjudgment. No calculations or drawings are affected since the nuts are able to perform theintended function. To avoid futher degradation of the nuts, the nuts should be replaced in the next system windowand painted to mitigate corrosion. Initiated Notification No. 600786692 to perform the workunder Work Order 200481341 .cR-2012 -14412While performing seismic walkdowns per NRC Letter 50.54f Section 2.3,it was observed that aDeficient Tag (Tag ID 63005) for Component 2SWM-MOV562 has been in place since 2007,,and no physical work performed to correct the deficiency. This motor operated valve is locatedinside the Valve Pit Room at elevattonJ 18'. The deficient tag says "Valve has rust and needs tobe cleaned/painted."Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.To avoid further degradation of the valve due to corrosion, the corrosion should becleaned/painted during the next system window. Initiated Notification 600786690 to perform thework under Work Order 200416834.cR-2012-t4420While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that a55 gallon drum was located too close to MCC -z-El 1 and was unrestrained. The component islocated atEl 737'inU-2 Safeguard Building. This posed a seismic interaction concern thatduring a seismic event it had the potential to hit the MCC and potentially impact the designfunction of inside components.This condition has been corrected and this CR was generated to document an existing conditionthat was identified during the seismic walkdowns. Currently no anomaly exists as such there areno operability concerns, and thus no violations of the design basis requirements.cR-2012-14449It was observed that Component 2SWS-MOVI60 had a Deficient Tag (Tag ID 47014) and nophysical work performed to correct the deficiency. This motor operated valve is located insidethe MSCV Room at elevation 718'. The deficient tag says "Surface rust to be cleaned andpreserved." Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since surface rust doesn't affect the function or the valve.Implement field work per Initiated Notification No. 600786757 to avoid fuither degradation ofvalve. Work to be done under Work Order 200531116.cR-2012 -14450It was observed that Component 2SWS-MOVI62 has corrosion on the valve from yoke to thebonnet. This motor operated valve is located inside the MSCV Room at elevation 718'.Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.Clean the rust/corrosion per Initiated Notification No. 600186758 to perform the work. Work tobe done under Work Order 20053lllT .cR-2012 -14452It was observed that Component 2SWS-MOV152- 1 had a Deficient Tag (Tag ID 41016) and nophysical work performed to correct the deficiency. Corrosion extends from yoke to bonnet. Thismotor operated valve is located inside the MSCV Room at elevatronJ 18'. The deficient tag says"Corrosion (Surface Rust) on the valve body at packing gland."Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.Implement field work per Initiated Notification No. 600786161 to perform the work. Work to bedone under Work Order 200531158.cR-2012 -t4455It was observed that the four bolts and nuts connecting the yoke to the bonnet for Component2SWS-MOV161 are mildly corroded. This motor operated valve is located inside the MSCVRoom at elevation 718'. Observation concluded that there is only surface rust on the bolts as well as the nuts and thevalve is capable to perform its intended design function based on engineering judgment. Nocalculations or drawings are affected since they are able to perform the intended function.Recommend during the next available Maintenance Window, to replace the four nuts/boltsconnecting the yoke to bonnet per Notification No. 6007 867 62 to perform the work. Work to bedone under Work Order 200531L59.cR-2012-14459It was observed that the flange nuts at outlet nozzle for Component 2CCP-ETlC are mildlycorroded. This heat exchanger is located at elevationT l0' in Aux Building.Observation concluded that there is only surface rust on the nuts and the component is capable toperform its intended design function based on engineering judgment. No calculations ordrawings are affected since they are able to perform the intended function.Recommend during the next available Maintenance Window, to replace the flange nuts at outletnozzle of heat exchanger per Notification No. 600786796 to perform the work. Work to be doneunder Work Order 200531 161 .cR-2012-14463 There is a potential seismic interaction concern associated with Panel PNL-SEQ-z 4located atF,l.'730' in Service Building, Emergency Switchgear AE. Specifically, right near the top of thispanel, there are lighting fixtures supported from unistruts hung from chains above. During aseismic event, there is a potential for these lighting fixtures to rattle and hit the top of safetyrelated panel.Observation concluded that the impact force from these lighting fixtures on the panel,considering the weight of lighting fixtures and unistrut, will have insignificant impact on thecomponents inside the panel and they will perform their intended design function, by engineeringjudgment. However, this CR is being generated as an enhancement to consider upgrading thecondition and restraining the unistrut supporting the lighting fixture such that it would not hit thepanel. No calculations or drawings are affected since the components are able to perform the intendedfunction safely.cR-2012-14144The enclosure and the anchorage for Component 2QSS-LT104A is corroded. This component islocated outside in the yard near RWST 2QSS-TKZI atelevation 734'. The corrosion does notaffect the structural integrity of the component. The design basis requirements are still beingmet.Replace the enclosure and the anchorage per Notification No. 600788282 to replace theenclosure. work to be done under work order 200532069.cR-2012-14749The yoke for the manual valve 2QSS-297 is corroded. This component is located outside in theyard neat RWST 2QSS-TK2l at elevation 734'. The component is still capable to perform itsintended design function.Replace the yoke per Notification No. 600788283 to replace the yoke, under Work Order200532070.cR-2012-r4758This CR has been generated to capture all the issues in one condition report (roll-up CR) thathave been identified during NRC 50.54f Letter Section 2.3 Seismic walkdowns performed atBeaver Valley Unit-Z Plant during the week of September 17,2012.There are no new anomalies identified in this CR as individual CRs have already been generatedas required and as identified in the attached matrix, as such there are no operability concernsassociated with this CR.8.0IPEEE VULNEARBILITIESThere were no seismic vulnerabilities identified in the IPEEE submittal for Beaver Valley units Ior 2. This was reco gnrzed by the NRC in NUREG-1437 Supplement 36 "Generic EnvironmentalImpact Statement for License Renewal of Nuclear Plants, Supplement 36, Regarding BeaverValley Power Station Units I and2." Page G20 and}l states "The NRC staff also notes that theuse of the integrated PSA to facilitate identification of SAMAs for external events, the prior227 implementation of plant modifications for seismic and fire events, and the absence of externalevent vulnerabilities ensure that the search for external event SAMAs was reasonablycomprehensive."Several submittals to the NRC covered IPEEE enhancements, but none would be classified asvulnerabilities. Tables identifying IPEEE vulnerabilities are essentially based on theseenhancements and the enhancements were incorporated into the walkdown component selectionto the extent possible.9.0PEER REVIEWA peer review of the Submittal Report for the Near Term Task Force NTTF Recommendation2.3 "Seismic Walkdowns" was performed using the guidance provided in Section 6 of EPRIDocument t425286, "Seismic Walkdown Guidance." Following are the peer reviewers for theBeaver Valley Power Station Unit-2:. Mohammed Alvi (Team Leader). John ReddingtonThe 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 walkdowns and area walk-bysReview the Licensing Basis EvaluationsReview the decisions for entering the potentially adverse conditions into the CorrectiveAction Program (CAP).Review the submittal reportSummarize 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 Walkdown Equipment List (SWEL) wasperformed in accordance with guidance provided in Section 3 of EPRI Document 1025286"Seismic Walkdown 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 Beaverao oooo228 Valley Power Station, Unrt-2 acted as Operations representative during the selection of theSWEL.Appropriate figures 1-L,l-2 and 1-3 of the EPRI Document 1025286 were used and the finalSWEL I and SWEL 2 were 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 functionsScreen 4: Sample ConsiderationsThe station did use the existing documentation that resulted from IPEEE program in identifyingthe components. A matrix/spreadsheet was prepared that identifies all the selected componentson SWEL I and SWEL 2. It was confirmed that these two lists did include a variety of type 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 Beaver Valley Power Station, Unit-2 included 109 components.The peer review also confirmed that the station used the following EPRI screens in thedevelopment of SWEL 2:Screen 1: Seismic Category IScreen 2: Equipment or SystemScreen 3: Sample ConsiderationsScreen 4: Rapid Drain-DownSimilar process was used in the development of SWEL 2 as for SWEL 1. SWEL 2 for the BeaverValley Power Station, Unrt-2 included 10 components. Conclusion: No major concerns were identified by the peer review team in the selection processfor SWEL I or SWEL 2. Peer Review Checklist for SWELInstructions for Completing ChecklistThis peer review checklist may be used to document the review of the Seismic Walkdown 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 ENTSee Attached Comments2. Does SWEL I include an appropriate representation of items having the following sample selection attributes:a. Various types of systems?See Attached Commentsb. Major new and replacement equipment?See Attached Commentsc. Various types of equipment?See Attached Commentsd. Various environments?See Attached Commentse. Equipment enhanced based on theV ENTY XNf]v XNNV XNEfrndings of the IPEEE (or equivalent) program? V XNnv XwnSee Attached Commentsf. Were risk insights considered in the development of SWEL 1?See Attached Comments Peer Review Checklist for SWEL3. For SWEL 2:a. Were spent fuel pool related items considered, and if applicable included inSWEL 2?See Attached Commentsb. Was an appropriate justification documented for spent fuel pool related items notincluded in SWEL 2?See Attached Commentsv XNnY XNN4. Provide any other comments related to the peer review of the SWELs.See Attached Comments5. llave all peer review conrments been adequately addressed in the f,mal SVi'iEL?Y XNf]to-\g-l?-'PeerRevierver #2:to ftt lr z Peer Review Checklist for SWELComments on Ouestion 1:A peer review of the SWEL selected for the Beaver Valley Power Station, Unit-Z was performedto confirm 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 componentsrepresent are well associated with the five safety functions that are as follows:A. Reactor Reactivity ControlB. Reactor Coolant Pressure ControlC. Reactor Coolant Inventory ControlD. Decay Heat RemovalE. ContainmentFunctionThe 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:Primary Plant Component Cooling WaterChemical and Volume Control SvstemI25V DC PowerContainment Vacuum and Leakage Monitoring SystemReactor Plant Vents and Drains4 KV Station Service SystemSteam Generator Feedwater SvstemAir Ventilation System Miscl20V AC PowerMain Steam SystemPlant Process Control System480V AC PowerContainment Depressurization SystemReactor Coolant SystemSafety Injection SystemService Water SystemResidual Heat RemovalReactor Control and Protection Svstem S. In Core Instrumentation SvstemComments on Ouestion 2b:The selected components represent many new and replacement equipment based on thefollowing modifications :A. ECP 12-0242-001: Replace Heat ExchangerB. ECP 11-0165-001: Air Tube ReplacementC. ECP 08-0504-025: Replace Stem/Spline KeyD. ECP 07 -0259-003: Motor Adapter Plate ModificationE. ECP 05-009-001: Replace Battery ChargerF. ECP 05-009-003: Replace Battery ChargerG. ECP 02-0902: Replace Feedwater Control ValveComments on Ouestion 2c:The peer review concluded that the selected components represent various type of equipmentinstalled in the plant. The various equipment types are indicated as follows:Tanks and Heat ExchangersLow Voltage SwitchgearMedium Voltage SwitchgearBattery RacksBattery Chargers and InvertersHorizontal PumpsDistribution PanelsEngine GeneratorsPneumatic Operated ValvesCheck and Manual ValvesInstrument on RacksMotor Control CentersMotor Operated ValvesSolenoid ValvesVertical PumpsInstrument and Control PanelsTransformersFansTemperature SensorsAir Handlers 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. WarmB. DampC. HotD. CoolE. DryF. Humid/DryG. High RadiationComments on Ouestion 2e:Based on the review, the selected components represent equipment enhanced based on findingsof the IPEEE.Comments on Ouestion 2f:The risk insights were considered in the development of SWEL 1. Specifically, RiskAchievement Worth (RAW) and Fussel-Vessley (FV) were considered.Comments on Question 3a:Spent Fuel Pool related items were considered and are adequately represented in SWEL 2Comments on Ouestion 3b:Spent Fuel Pool components were considered.Comments on Ouestion 4:The peer review concluded that the selection of Seismic Walkdown Equipment List (SWEL) wasperformed in accordance with guidance provided in Section 3 of EPRI Document 1025286,235 "Seismic Walkdown Guidance." Also, an ex-SRO from the Beaver Valley Power Station, Unit-Zacted as Operations representative during the selection of the SWEL.B. Review of a sample of the checklists prepared for the Seismic Walkdownsand Area Walk-BvsEPRI Document 1025286 on Seismic Walkdown Guidance required areview of the sample ofthe checklists prepared for the seismic walkdowns and area walk-bys by the peer reviewers. Thesample review should be between 10 percent and25 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 walkdowns did not have adequate justification for acceptability in meetingthe design basis requirements.B. In some cases, missing documentation/references/checkmarks.C. In some cases, minor anomaly stated but no justification provided.D. Editorial and typographical efforsThe above comments were discussed with the Seismic Walkdown Engineers (SWEs) and weresuccessfully resolved in the final signed version of the checklists.In addition, the peer reviewers also participated in a sample of walkdowns and observed thework performed by the SWEs during the inspections. It was noted that the walkdown/inspectionwas intrusive, walkdown team members discussed, issues amongst themselves, and usedengineering judgment in making decisions about whether there is any concern that should benoted. 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 Walkdowns and Area Walk-Bys." The interview concluded thatthey did follow the said guidance and were knowledgeable about the walkdown requirements.Questions asked were successfully answered during the interview as well as during thewalkdowns. Four SWEs participated in the walkdowns. See their resumes for experience and backgroundtraining.Conclusion: The seismic walkdown and area walk-by checklists were completed in accordancewith the guidance of EPRI Document 1025286 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 Licensins Basis EvaluationsThe walkdowns identified several minor anomalies, however 12 of them resulted in generatingcondition reports as follows:cR-2012-14408, CR-2012-t4409, CR-2012-14412, CR-2012-14420, CR-2012-14449, CR-2012-14450,, CR-2012-14452, CR-2012-14455, CR-2012-14459, CR-2012-14463, CR-2012-t47 44. and CR- 2012-147 49.Additionally, a thirteenth condition report was written to capture all the issues identified above inone condition report (CR-201 2-147 58).1. CR-2012-14408While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed thattwo out of twelve nuts for the bolts anchoring the Service Water Pump 2SWS*PZLA base to theanchor plate are corroded. This pump is located inside the Intake Structure at elevation 705'Cubicle D.Observation concluded that there is only surface rust on the bolts and the nuts. Even though theyare corroded, they are capable to perform their intended design function based on engineeringjudgment. The two nuts are located near each other are readily visible as mildly corroded. Nocalculations or drawings are affected since the nuts are able to perform the intended function.To avoid further degradation of the nuts due to presence of moist environment, the nuts will bereplaced in the next system window and painted to mitigate corrosion. Initiated Notification No.600786691 to perform the work to be done under Work Order 200530157.
- 2. CR-2012-r4409While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that aDeficient Tag (Tag ID 1 17472) for Component 2SWS-MOVl13,A has been in place with no dateon it and no physical work performed to correct the deficiency. This motor operated valve islocated inside the Diesel Building (DGBX) at elevation 732'. The deficient tag says "Leakage inPacking." This leakage has also resulted in the corrosion of packing nuts.Observation concluded that there is only surface rust on the bolts and the nuts. Even though theyare coffoded, they arc capable to perform their intended design function based on engineeringjudgment. No calculations or drawings are affected since the nuts are able to perform theintended function.To avoid further degradation of the nuts, the nuts will be replaced in the next system window andpainted to mitigate corrosion. Initiated Notification No.600786692to perform the work to bedone under Work Order 200481347.3. CR-20r2-144r2While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that aDeficient Tag (Tag ID 63005) for Component 2SWM-MOV562 has been in place since 2007and no physical work performed to correct the deficiency. This motor operated valve is locatedinside the Valve Pit Room at elevatronJ 18'. The deficienttag says "Valve has rust and needs tobe cleaned/painted."Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.To avoid further degradation of the valve due to corrosion, the corrosion will be cleaned/paintedduring the next system window. Initiated Notification 600786690 to perform the work to bedone under Work Order 200416834.4. CR-2012-14420While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, tt was observed that a55 gallon drum was located too close to MCC -z-El I and was unrestrained. The component islocated atEl 737'inU-2 Safeguard Building. This posed a seismic interaction concern that during a seismic event it had the potential to hit the MCC and potentially impact the designfunction of inside components.This condition has been corrected and this CR was generated to document an existing conditionthat was identified during the seismic walkdowns. Currently no anomaly exists as such there areno operability concerns, and thus no violations of the design basis requirements.5. CR-2012-14449It was observed that Component 2SWS-MOVl60 had a Deficient Tag (Tag ID 4701q and nophysical work performed to correct the deficiency. This motor operated valve is located insidethe MSCV Room at elevation 718'. The deficient tag says "surface rust to be cleaned andpreserved."Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since surface rust doesn't affect the function of the valve.Initiated field work per Notification No. 6001867 57 to avoid further degradation of valve. Workwill be done under Work Order 2005311 16.6. CR-2012-14450It was observed that Component 2SWS-MOV162 has corrosion on the valve from yoke to thebonnet. This motor operated valve is located inside the MSCV Room at elevation 718'.Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.Initiated Notification No. 600786758. Work will be done under Work Order 200531t17.7. CR-2012-r4452It was observed that Component 2SWS-MOVI 52-I had a Deficient Tag (Tag ID 41016) and nophysical work performed to correct the deficiency. Corrosion extends from yoke to bonnet. Thismotor operated valve is located inside the MSCV Room at elevationll8'. The deficienttag says"corrosion (surface Rust) on the valve body at packing gland."
Observation concluded that there is only surface rust and the valve is capable to perform itsintended design function based on engineering judgment. No calculations or drawings areaffected since the valve is able to perform the intended function.Initiated Notification No. 600786761 to perform the work. Work will be done under WorkOrder 200531158.8. CR-20r2-r4455It was observed that the four bolts and nuts connecting the yoke to the bonnet for Component2SWS-MOV161 are mildly corroded. This motor operated valve is located inside the MSCVRoom at elevation 718'.Observation concluded that there is only surface rust on the bolts as well as the nuts and thevalve is capable to perform its intended design function based on engineering judgment. Nocalculations or drawings are affected since they are able to perform the intended function.Initiated Notification No. 600786762 to perform the work. Work will be done under WorkOrder 200531159.9. CR-2012-14459It was observed that the flange nuts at outlet nozzle for Component 2CCP-E?IC are mildlycorroded. This heat exchanger is located at elevation 710' in Aux Building.Observation concluded that there is only surface rust on the nuts and the component is capable toperform its intended design function based on engineering judgment. No calculations ordrawings are affected since they are able to perform the intended function.Initiated Notification No. 600786796 to perform the work. Work will be done under WorkOrder 200531 161.r0. cR-2012-14463There is a potential seismic interaction concern associated with Panel PNL-SEQ-z44located atF,1.730' in Service Building, Emergency Switchgear AE. Specifically, right near the top of thispanel, there are lighting fixtures supported from unistruts hung from chains above. During aseismic event, there is a potential for these lighting fixtures to rattle and hit the top of safetyrelated panel. Observation concluded that the impact force from these lighting fixtures on the panel,considering the weight of lighting fixtures and unistrut, will have insignificant impact on thecomponents inside the panel and they will perform their intended design function, by engineeringjudgment. However, this CR is being generated as an enhancement to consider upgrading thecondition and restraining the unistrut supporting the lighting fixture such that it would not hit thepanel.No calculations or drawings are affected since the components are able to perform the intendedfunction safely.1 1. CR-2012-14744The enclosure and the anchorage for Component 2QSS-LT104A is corroded. This component islocated outside in the yard near RWST 2QSS-TKZI at elevation 734'. The corrosion does notaffect the structural integrity so drawings and calculations still apply. The design basisdocuments have not been violated.Initiated Notification No. 600788282 to perform the work. Work will be done under WorkOrder 200532069.12. cR-2012-14749The yoke for the manual valve 2QSS-297 is corroded. This component is located outside in theyard near RWST 2QSS-TKZI at elevation J34' .Initiated Notification No. 600788283 to perform the work, under Work Order 200532070.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 walkdown results. Specifically, Section 6.2.Idiscusses seismic walkdown findings associated with SWEL 1, and Section 6.2.2 discussesseismic walkdown findings associated with area walk-bys. The potentially adverse conditionswere documented in Tables 6-4 and 6-5 in accordance with EPRI Document 1025286 and titledas "Potentially Adverse Seismic Conditions Identified from Component and Area Walk-Bys."Table 6-4 tdentified seven potentially adverse seismic conditions, which resulted in generatingsix condition reports. Adequate justification is documented in the checklist that provides thebasis as why the remaining issue had insignificant impact on the design of the components andthat the component is still capable of performing its intended design function while still meetingthe design basis requirements.Table 6-5 identified seven potentially adverse seismic conditions. Six 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 issue had insignificant impact on thedesign of the surrounding components and that the component is still capable of performing itsintended 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 CAPconcluded the decisions taken were appropriate.Conclusion: The peer reviewers agree with the decisions taken for entering or not entering theidentified potentially seismic walkdown 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 process Conclusion: The selected samples (SWEL I and SWEL 2) adequately represent and meet thecriteria set forth in the selection process outlined in EPRI Document 1025286. An Operationsperson also participated in the sample selection process and the walkdowns. The peer reviewersparticipated in sample walkdowns, observed the conduct of walkdown team members, anddiscussed issues while remaining independent. The Seismic Walkdown Checklists (SWCs) andArea Walk-by Checklists (AWCs) were adequately prepared and the basis for justificationsappropriatly 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(f), March I7 ,2012.2. EPRI 1025286, "seismic Walkdown Guidance for Resolution of Fukushima Near-Term TaskForce Recommendation 2.3: Seismic." Final. June 2012.3. "Beaver Valley Power Station Unit 2: Probabilistic Risk Assessment Update Report", Issue5,{, August 31,20t2, First Energy Nuclear Operating Company.4. "Beaver Valley Unit 2 Probabilistic Risk Assessment, Individual Plants Examination ofExternal Events", Submitted September,1997 in response to U.S. Nuclear RegulatoryCommission Generic Letter 88-20 Supplement 4, Duquesne Light Company.5. "Beaver Valley Power Station Unit 2, Spent Fuel Pool Cooling Trouble", AbnormalOperating procedure 2OM- 53C.4.2.20.1, Revision l, November 16, 20t1.6. "Beaver Valley Power Station Unit 2,IJpdated Final Safety Analysis Report", Revision 19,Section 9.1.3.2.7. RG 1.29, Rev. 3, "Seismic Design Classification."8. RG 1.60, Rev. 1, "Design Response Spectra for Seismic Design of Nuclear Power Plants."9. RG 1.61, "Damping Values for Seismic Design of Nuclear Power Plants."10. RG 1.100, "Seismic Qualification of Electrical Equipment for Nuclear Power Plants."ll.IEEE 344-1975, Rev. 1, "IEEE Guide for Seismic Qualification of Class 1E Equipment forNuclear Power Generating Stations."12. ASME Boiler and Pressure Vessel Code Section III 197 4 including Winter Addenda I97 5. }}