ML13135A236
| ML13135A236 | |
| Person / Time | |
|---|---|
| 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:
|
| 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 Force Recommendation
2.3 Seismic
Walkdown Report October 31 ,2012 Prepared by: Reviewed by: Fanh Bsigi dilts Conrultitg) ffi*l{I Trt an trcateiiiF5Eon$ t {fr ,rs}ffi0i lo* 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. Sections 2,7,8, 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 Consulting FirstEnergy Nuclear Operating Company (FENOC) Thble of Contents 6.2.r 6.2.2 Seismic Walkdown Findings ..... ..............214 Area Walk-By Findings ..............220 List of TablesTable 4-1 Base List 1 The Equipment Coming Out of Screen
- 3 and Entering Screen
- 4,for 5 Safety 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) .......204 Table 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 .......... .........21I Table 6-3: Beaver Valley 2 NTTF 2.3 Components Categorizedby EPRI Classes ....21,3 Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns.......2I4 Table 6-5: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys............ ...220 List of Figures UFSAR 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 .........4 Figure 6-1: Maintenance equipment located inside Reactor Containment Building .........216 Figure 6-2: Corrosive condition found for Yard components .... .....211 Figure 6-3: View of piping system between Heat Exchangers and Pumps in the SFP area......218 Figure 6-4: Lighting fixtures near Panel PNL-SEQ-}44 .....2L9 Figure 6-5: Emergency Diesel Generator Ground Resistor 2EGS-GR2-1 ........ ..........221 List of Appendices APPENDIX A: RESUMBS AND QUALIFICATIONS APPENDIX B: SEISMIC WALKDOWN CHECKLISTS (SWCs)APPENDIX C: AREA WALK-BY CHBCKLISTS (AWCs)APPENDIX D: COMPONENT LIST FOR ANCHORAGE CONFIGURATION CHECK List of Acronyms AWC BV2 EPRI FENOC IPEEE LERF LOCA MCC NPP NSSS PRA PWR RAW SEL SQUG SSC SWC SWE SWT SWEL USI Area Walk-by Checklist Beaver Valley Power Station Unit 2 Electric Power Research Institute First Energy Nuclear Operating Company Individual Plant Examination of External EventsLarge Early Release Frequency Loss of Coolant Accident Motor Control CenterNuclear Power Plant Nuclear Steam Supply System Probabilistic Risk Assessment Pressurized Water Reactor Risk Achievement WorthSeismic Equipment List Seismic Qualification Utility Group Structures, Systems, and Components Seismic Walkdown Checklist Seismic Walkdown Engineer Seismic Walkdown Team Seismic Walkdown Equipment List Unresolved 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 Force Recommendation 2.3: Seismic," the walkdown implements the procedure described in Section 5.0 of this report.
2.0 SEISMIC
LICENSING BASIS The 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 resulting ground accelerations at the site to be considered for operational loadings. The OBE produces the vibratory 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 general instructions 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 (due to 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 a simulated structural section, or as part of a completely assembled module or unit.: F1GURE ! 78-lO*StGft RESPONSE SPECTRA SAFE SHUTDO'#N EARTHOUAXE 8*AVER VALLEY PC**R STATfi,U*I: 2 FiltAL SAFETT A*ALYSlS n*PCRTUFSAR Figure 3.78-1: Response Spectra SSE F:6u*f, 3.tr-2 D*StGn RESFC{tSg sPEcrftr 1/2 SLFg SHUTOOWT{ EAFrI{CXJAKESEAVER VAttty POt*RStrr6x-u'ltT z trflrl slFtTr attlrgtg iEPollr UFSAR Figure 3.78-2: Response Spectra 7z SSEThe response of racks, panels, cabinets, and consoles is considered in assessing the seismic capability of instrumentation and electrical equipment. As a minimum, mounted equipment is qualified to acceleration levels consistent with those transmitted by supporting structures. A design objective is to minimize amplification of floor acceleration by supporting members to mounted equipment. Determination of amplification and seismic adequacy of instrumentation and electrical equipment are implemented by the analysis and testing methods outlined in UFSAR Section 3.78.3.t.Supports for Seismic Category I electrical equipment, instrumentation, and control systems are seismically 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 acting simultaneously 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 level underthe 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 design response spectra. These criteria are based on the plant site geologic investigations and seismologic 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 to structures. While these spectra could be exceeded by ground motion "spikes" above l0Hz,extensive investigations concerning the effects of these high-frequency motions, both from structure/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 a maximum ground surface acceleration of 0.1259, and the spectra for the Il2 safe shutdown earthquake (ll2 SSE) correspond to a maximum ground acceleration of 0.069. (The operating basis 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 Beaver Valley 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 Spectra FI a0 H g o a-P to l-g o I I 1_.0 0.8 0.6 o.4 o.2 0.0 0.1 Frequency [HzJ Figure 2-1: The SSE response spectrum for Beaver Valley Unit 2 was digitized from BVZ FSAR Figure 3.78-2 3.0 PERSONNEL QUALIFICATIONSThe following personnel worked together to formulate the list of selected equipment for the Beaver Valley Nuclear Power Station NTTF Recommendation 2.3 Seismic Walkdown: o J. Reddington o R. Mueller o D. Reny o F. BeigiThe ABS Consulting Walkdown Team consisted of the following individuals: o F. Beigi o E. Guerra o B. Lucarelli Additionally, 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 technical degrees from accredited universities and have been trained in the application of seismic experience data for seismic verification of nuclear power plant (NPP) structures, systems, and components (SSC). In addition to completion of the NTTF 2.3 training provided by EPRI these individuals (J. Reddington, M. Alvi, F. Beigi, E. Guerra, and B. Lucarelli) have also completed the EPRI Seismic Qualification Utility Group (SQUG) training. Resumes and certificates of the walkdown team members are presented in Appendix A of this report. The above mentioned individuals have experience in earthquake engineering and seismic analysis. Additionally, the team collectively represents previous Nuclear Power Plant walkdowns 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, associated previous IPEEE evaluation, these individuals also supported planning, equipment location determination, and selectionSeismic Walkdown. SSCs, equipment classes, and the equipment selection, walkdownof walk-by areas for the 2.3 4.1 4.0 SELECTION OF SSCS Consistent 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 Walkdown Equipment 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 is followed 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 IPEEE seismic 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 a seismic probabilistic risk assessment (PRA) for Beaver Valley Untt 2. An existing internal PRA model 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 plant response 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 on Reference
- 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 EPRI walkdown guidance document in preparing the SSC SEL list were adequately satisfied. However, during SSC sampling in preparation for the walkdown, selections were generally made preferentially from the IPEEE lists of SSCs. This is because the design packages were more likely to be available for these SSCs, so that advantage could be taken of the earlier design review 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 still evolving internal fire PRA and tanks represented in the PRA for internal floods were also reviewed 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 for completion.
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 the components mounted in or on this NSSS equipment. Category 1 structures were also added in preparation 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 the modeling of the containment isolation function and for the evaluation of interfacing loss of coolant accident (LOCA) frequencies. These SSCs were flagged as important to the containment safety function; i.e., they are involved in the computation of large early release frequency (LERF).Additionally, major new and replaced equipment, added to the plant since the perfoffnance of the IPEEE and the last Beaver Valley Unit 2 rnternal events PRA update are noted in a separate column of the developed lists titled "screen 4d - Major New & Replacement Equip." Theseevents were identified by consulting with long term plant operations staff that identified specific equipment items that had been replaced or overhauled, and by computenzed searches of the word "replace" in titles of existing engineering change packages (ECPs). Both lists were then evaluated to match equipment IDs appearing on Base List 1 with specific ECP numbers, that were judged to be of a major change. There were several IPEEE vulnerabilities requiring plant changes identified for the Beaver Valley Unit 2 IPEEE. These vulnerabilities were associated with RCP Seal LOCA, Station Blackout, containment bypass/isolation failure, loss of switchgear HVAC and transients withoutscram. Modifications performed in response to these vulnerabilities included new operator action procedures for mitigation of loss of emergency switchgear ventilation, failure of 4,160 V fast bus transfer, and battery load shedding. In addition some hardware modifications were implemented 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 seismic category 1 quality, equipment. Whether the SSC is regularly inspected, was also noted as this is justification for a second screen; e.g., for piping systems and containment penetrations. Attributes of the retained SSCs were collected for the following information: Equipment ID Brief SSC DescriptionSSC location - by building, elevation, and area description The room environment where the SSC is located; including radiation level, moisture level, room temperature, and whether the location is inside or outside of plant buildings System ID; including both frontline and support systems Key associated safety function from among the list of five safe shutdown and containment functions (i.e., Reactor Reactivity Control, Reactor Coolant Pressure Control, Reactor Coolant Inventory Control, Decay Heat Removal, and Containment Function) and several support system functions mentioned in the EPRI walkdown guidance. Panels not previously evaluated for their associated safety functions (i.e., from the ongoing PRA for internal fires) were retained for the selection process.Internal event PRA risk achievement worth (RAW) and Fussell-Vesely importance measures, if available. The equipment ID and description fields were used to assign each retained SSC to one of the EPRI 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 separately from the original category. For example, Category la was assigned for 480V breakers that are found within the motor control center (MCC) cabinet (i.e., Category 1). None of the breaker SSCs (i.e., assigned to Category 1a) were separately selected for the walkdown because they are accounted for already in the selection of MCCs. The check valves and manual valves were assigned to Sub-Category 0d, to avoid linking these numerous SSCs with SSCs also assigned to o o o o a o 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 for EPRI 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 Beaver Valley 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 EPRI guidance. They are therefore candidates for the SSC selection process. The column labeled SSC source identifies the original list of SSCs from which the SSC made its way onto the list. In some cases, SSCs appeared on both the original internal PRA and the IPEEE lists for Beaver Valley 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 the selected SSCs are shown. The equipment coming out of Screen
- 4 and entering the SWEL 1 bucket make up the SWEL I list.
The selected SSCs have been chosen to account for a variety of systems, equipment types, room environments, and considering whether the SSCs involve new or replaced equipment since the completion of the IPEEE, or are subject to enhancements as a result of findings from the IPEEE. SWEL I includes representative items from some of the variations within each of the above attributes. A total of 109 SSCs were selected. Beaver Valley Unit 2 plant operations staff was consulted 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 (Refueling Water 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 of panels reviewed for the Fire PRA (Fire Panels). SSCs are selected from each of the safety functions, 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 from normally wium areas and 10 from relatively hot areasThe column in Table 4-2labeled "Reason for Selection into SWEL I'o summat:'zes the basis for selecting 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, of such risk significant SSCs were, therefore, included in the selected list. A number of selected SSCs are located inside the containment. These SSCs were not accessible and therefore were not examined during the September walkdowns. Those SSC's located in containment were walkeddown on October 5'h 2012 during refueling outage 2R16.4.2 DBVNT,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 to pool cooling and make up were included on a new list. Reference 4 details the operator actions to 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, spent fuel pool makeup using gravity feed from the refueling water storage tank (RWST), and spent fuel 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 the blender) 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 heat exchangers 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 Description o SSC location - by building, elevation, and plant room number o The room environment in where the SSC is located; including radiation level, moisture level, 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 were later 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 than 10' 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 10 equipment items are included in SWEL 2. There are no entries from rapid drain-down considerations; i.e., from Screen #4. The equipment coming 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 format is the same as that in the Base List 2, and the table entries are the same except that only the selected SSCs are shown. The selected SSCs have been chosen to account for a variety of equipment 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 was chosen. 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5.0 SEISMIC
WALKDOWN AND AREA WALK-BYS This section summarizes the activities prior to, during, and after performing the NTTF 2.3 seismic walkdown and area walk-bys. It also presents the results and findings of the walkdown and 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 results documented herein fulfills the requests established in the NRC 50.54(f) letter, Enclosure3, Recommendation 2.3 : Seismic. 5.L War,roowN PnnpanATroN The overall procedure directly implements the EPRI guidelines. However, due to their unique nature, the following description gives special attention to the selection and execution of the configuration checks of selected anchorage. EPRI guidelines recommend that a minimum of 50 percent of the equipment considered in the walkdown be examined to document the existing anchorage configurations, and assess this configuration relative to the design basis. It also recommends that the block wall maps be retrieved to document previous evaluations in supportof NTTF 2.3. However, with the exception of one block wall, Beaver Valley Power Station Unit 2 does not have any safety related masonry block walls associated with Seismic Category I components, thus the process to verify block wall adequacy per IE 80-11 has been omitted for this walkdown. It is noted that the seismic adequacy of one block wall mentioned above was confirmed from existing design calculations. Prior to the walkdowns, the Seismic Walkdown Engineers (SWE) examined available plant documentation associated with anchorage design and correlated this to relevant SWEL components and the respective Seismic Walkdown Checklists (SWC) and Area Walk-By Checklists (AWC). This pre-walkdown activity contributed to gaining familiarity and critical insights regarding the components and areas to be walked down. The relevant design documentation, drawings and calculations were uploaded to each of the SWEs electronic tablets used during the walkdown with the intention of verifying, if required, ?ny anchorage configuration. 5.2NTTF 2.3 Wnr,KDowNS The NTTF 2.3 walkdowns at Beaver Valley Unit 2 were performed over a duration of five days from September IJ to September 21,2012 and a one day walkdown on October 5, 2012 for equipment that were inside the Containment building. During the walkdowns, the SWEs completed the walkdown checklists as SWEL components were inspected. Selected anchorage configurations were verified for 50Vo of the floor or wall mounted components on the SWELwith respect to design documentation, including anchorage design drawings and IPEEE calculations.5.3 Posr War,rnowN Acrrvrrrns The primary activity after the walkdown involved compiling the SWCs and the AWCs.Additional documentation, such as design calculations and/or IPEEE submittals, were also reviewed 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 be dispositioned during the walkdowns were evaluated further through additional calculation/modification package reviews for proper disposition. The post walkdown activityalso developed this walkdown report. 6.0
SUMMARY
OF THE WALKDOWN RESULTS Wnrr DowN lrnus AND Wlr,x-BY AREAS The SWEL I included a total of 109 components, and SWEL2 included a total of 10 components. From this total of 119 components, 105 components were successfully walked down during the week of September ll to September 2l,2012.The SWT returned to the site on Friday, October 5 and walked down the remaining 14 components located inside the Reactor Building. 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 and AWCs. 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 No Equipment Class Bldg EI Area Description 2CCP-27 A0d. Other-Check or Manual Valve AXLB 735 N-EAST 2 AXLB 735 }CCP-40d. Other-Check or Manual Valve AXLB 735 N-EAST 2 AXLB 735 2CCP-AOVIOTA
- 7. Pneumatic-Operated Valves RCBX 718 RCBX 721-A RCP Pump Cub}CCP-EZIA 21. Tanks and Heat Exchangers AXLB 710AXLB 710 HX 2CCP-FTlO7A18. Instrument (on) Racks RCBX 7t8RCBX 718 2CCP-MOVl12A8A. Motor-Operated Valves RCBX 118RCBX 718-Annulus 2CCP-MOVl198A. Motor-Operated ValvesMSCV773IAC Room 2CCP-MOV150-18A. Motor-Operated Valves MSCV 722MSCV 718}CCP-PzIA 5. Horizontal Pumps AXLB 735 N/EAST 2 AXLB 735 2CCP-PT1O7A18. Instrument (on) Racks RCBX 718 RCBX 7I8}CCP-TKZIA21. Tanks and Heat Exchangers AXLB 773AXLB 773 Cool Surge Tank 2CHS-FCV I I4A7. Pneumatic-Operated Valves AXLB 710AXLB 710 2CHS-HCVI867. Pneumatic-Operated Valves AXLB 7r8AXLB 718 2CHS-LCV I I58 8A. Motor-Operated Valves AXLB 718AXLB 7I8 2CHS-MOV31O8A. Motor-Operated Valves RCBX 692RCBX 692-Near Inner Stairs 2CHS-MOV8132A 8A. Motor-Operated Valves AXLB 718AXLB 718 2CHS-P21A 5. Horizontal Pumps AXLB 735 AXLB-CP-735 2CHS-SOV206
- 88. Solenoid Valves AXLB 755AXLB 755 Boric Acid TK Rm 2CHS-TK21A21. Tanks and Heat Exchangers AXLB 755 AXLB 755 Boric Acid TK Rm 2CVS-SOV 10288. Solenoid Valves MSCV 718 MSCV 7182CVS-SOV I51A
- 88. Solenoid Valves MSCV 718MSCV 718 2DAS-AOVlOOA7. Pneumatic-Operated Valves RCBX 718RCBX 718-PEN-724 COL 9 2EGF'-LIS2O3A18. Instrument (on) Racks DGBX 732 EDG 2-I 2EGF-Pz1A6. Vertical Pumps DGBX 732 EDG 2-1 ZEGF-TK22A
- 21. Tanks and Heat Exchangers DGBX 732 EDG 2-1 zEGS-EG2-117. Engine Generators DGBX 732 EDG 2.1 2FNC-108 0d. Other-Check or Manual Valve FULB 729FULB 729 PI0y4P Room 2FNC-E21A21. Tanks and Heat Exchangers FULB 740FULB 741HX Room 2FNC-EJM23OA0d. Other-Check or Manual Valve FULB 729FULB 729 PIl/.P Room 2FNC-P21A 5. Horizontal Pumps FULB 729FULB 729 P}dP Room 2FNC-RV1O10d. Other-Check or Manual Valve FULB 740 FULB l4l HX Room 2FNC-TI1O1A
- 19. Temperature Sensors FULB 740FULB 741HX Room 2FNC-TI1O2A
- 19. Temperature Sensors FULB 740FULB 741HX Room 2FWE-FElO1A18. Instrument (on) Racks SFGB 741 SFGB 141 Cubicle A
Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID No Equipment Class Bldg EI Area Description 2FWE-HCVlOOD
- 7. Pneumatic-Operated Valves SFGB 74r SFGB 147 Cubicle C zFWE-P225. Horizontal Pumps SFGB 718 SFGD 718 2FWE-P23A5. Horizontal Pumps SFGB 7t8SFGD 718 2FWS-FCV4787. Pneumatic-Operated Valves SRVB 780 SRVB 780 zFWS-FCV4797. Pneumatic-Operated Valves SRVB 780SRVB 780 2FWS-HYV157A
- 7. Pneumatic-Operated Valves MSCV 773Main Steam Room F,1718 zFWS-LT477F18. Instrument (on) Racks RCBX 718RCBX 71S-Annulus 2HVC-ACU2O1A10. Air Handlers CNTB 735CNTB 735-AC Room 2HVD-DMP2OlA
- 7. Pneumatic-Operated Valves DGBX 759EDG 2-1 Upstairs 2HVD-DMP22A
- 7. Pneumatic-Operated Valves DGBX 759 EDG 2- I Upstairs 2HVD-FN27OA9. Fans DGBX 759EDG 2-1 Upstairs 2HVP-CLC265A10. Air Handlers AXLB 755AXLB 755-MCC Room zHVR-ACU2O7 A 10. Air Handlers SFGB 741 SFGD ]4I-PLAT 2HVR-T1228 1 9. Temperature Sensors CNTB 735 Control Room 2HVR-T1228-I
- 19. Temperature Sensors CNTB 735 Control Room 2HVW-FN257 A9. Fans INTS 705Intake Cubicle C 2HVW-MOD21A7. Pneumatic-Operated Valves INTS 705Intake Cubicle D ZHYZ-DMP2154
- 7. Pneumatic-Operated Valves MSCV 773 SWGR Vent Room 773 2HVZ-FN261A9. Fans MSCV 713 SWGR Vent Room 773 2HVZ-FN26LB
- 9. FansMSCV773 SWGR Vent Room 773 2MSS-AOV1O1A
- 7. Pneumatic-Operated Valves MSCV 773 Main Steam Room El 789 2MSS-SOV1O5A8B. Solenoid Valves MSCV 773Main Steam Room El 789 2MSS-SV1O1A0d. Other-Check or Manual Valve MSCV 773Main Steam Rm Upper Plat.2QSS-2970d. Other-Check or Manual Valve YARD 730 Yard 2QSS-MOVl00A8A. Motor-Operated Valves SFGB 718 SFGD 718 UP 2QSS-MOV10lA8A. Motor-Operated Valves SFGB t18RSS Cubicle 2RCS-AOV1O1
- 7. Pneumatic-Operated Valves MSCV 718 MSCV 718 2RCS-PT44O18. Instrument (on) Racks MSCV 740 MSCV East 735 2RHS-E21B21. Tanks and Heat Exchangers RCBX 707RCBX 707 2RHS-HCV758A
- 7. Pneumatic-Operated Valves RCBX 692RCBX 707 2RHS-MOV7O2A 8A. Motor-Operated Valves RCBX 718 RCBX 718-A RCP Pump 2RHS-MOV72OA8A. Motor-Operated Valves RCBX 718RCBX 718-8 RCP Pump 2RHS-P21A6. Vertical Pumps RCBX 107 RCBX 707 2RHS-RV721A0d. Other-Check Manual Valve RCBX 692 RCBX 707 2RSS-TI15OA19. Temperature Sensors CNTB 135 Control Room Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown Irems (SWEL l+2)Equipment ID No Equipment Class Bldg EIArea Description 2SIS- 1 0d. Other-Check or Manual Valve SFGB 7r8SFGD 7I8 25IS-67 0d. Other-Check or Manual Valve RCBX 718 RCBX 7l8-Annulus Col 4 25IS-MOV863A8A. Motor-Operated Valves SFGB 718 SFGD 718 West 2SIS-MOV867A 8A. Motor-Operated Valves AXLB 710 AXLB 710 Boron Tank zSIS-MOV8811A 8A. Motor-Operated Valves SFGB 718SFGD 718 West 2SIS-P21A5. Horizontal Pumps SFGB 718SFGD 718 2SVS-HCV1047. Pneumatic-Operated Valves MSCV 773 Main Steam Room E1778 2SVS-PCV I OlA 0d. Other-Check or Manual Valve MSCV 773 Main Steam Room Upper Plat.
zSWS-57 0d. Other-Check or Manual Valve INTS 705 Intake Cubicle D 2SWS-EJMZ}IA
- 0. Other INTS 705 Intake Cubicle C 2SWS-MOV1O4A 8A. Motor-Operated Valves SFGB 7r8 SFGD 718 West 2SWS-MOVl064 8A. Motor-Operated Valves VLVP 718Valve Pit A 2SWS-MOV I I34 8A. Motor-Operated Valves DGBX 732 EDG 2-1 2SWS-P21A 6. Vertical Pumps INTS 705 Intake Cubicle D 2SWS-PCVl187. Pneumatic-Operated Valves INTS 705 Intake Cubicle C 2SWS-PT-l 134 18. Instrument (on) Racks VLVP 718Valve Pit A 2SWS-PT-II7 A 18. Instrument (on) Racks INTS 705 Intake Cubicle D 480VUS-2-82. Low Voltage Switchgear SRVB 730 Emerg SWGR AE 480VUS-2-9
- 2. Low Voltage Switchgear SRVB 730 Emerg SWGR DF 4KVS-2AE3. Medium Voltage Switchgear SRVB 730 Emerg SWGR AE 4KVS-2DF3. Medium Voltage Switchgear SRVB 730 Emerg SWGR DF 52-BYA 2. Low Voltage Switchgear MSCV 755CV&RC Area-Reac-2T-SWGR 52-RTA2. Low Voltage Switchgear MSCV 755CV&RC Area-Reac-2T-SWGR BAT-2-1 15. Battery Racks SRVB 730Battery Room 2-1 BAT-CHG2-1
- 16. Battery Chargers and Inverters SRVB 730 Emerg SWGR AE BAT-CHG2-3
- 16. Battery Chargers and Inverters SRVB 730 Emerg SWGR AE DC-SWBD2-1
- 2. Low Voltage Switchgear SRVB 730Emerg SWGR AE MCC-2-EOI 1. Motor Control Centers INTS 705 Intake Cubicle D MCC-2-EO3 1. Motor Control Centers AXLB 755 AXLB 755-MCC Room MCC-2-EO5 1. Motor Control Centers MSCV 735 MSCV West MCC-2-E07 l. Motor Control Centers DGBX 732EDG 2-1 MCC-2.E09 1. Motor Control Centers CNTB 707 Control BLDG MCC MCC-2-E1I 1. Motor Control Centers SFGB 737SFGD 737 PNL 2DIGEN-l 20. Instrument and Control Panels DGBX 732EDG 2-1 PNL DC2-07 14. Distribution Panels SRVB 730 Emerg SWGR AE Table 6-1: Beaver Valley 2 NTTF 2.3 Walkdown ltems (SWEL l+2)Equipment ID No Equipment Class Bldg BI Area Description PNL DC2-1914. Distribution Panels SRVB 730Emerg SWGR AE PNL-2BLG-SER20. Instrument and Control Panels CNTB 735 Control Room PNL-2RPU-A20. Instrument and Control Panels CNTB 701 CNTB 707 PNL-SEQ-24420. Instrument and Control Panels SRVB 730Emerg SWGR AE PNL-VITBS2-1A14. Distribution Panels CNTB 707CNTB 707 SW Corner PNL-VITBS2-2C14. Distribution Panels CNTB 735 Control Room 2QSS-LT 104418. Instrument (on) Racks YARD 730 Yard RK-2AUX-REL-C20. Instrument and Control Panels CNTB 707CNTB 707 RK-2PRI-PROC-1
- 20. Instrument and Control Panels CNTB 707 CNTB 707 RK-2PRI-PROC-220. Instrument and Control Panels CNTB 707CNTB 707 RK-2SEC-PROC-A20. Instrument and Control Panels CNTB 707 CNTB 707 RK-2NUC-INS20. Instrument and Control Panels CNTB 735 Control Room TRF-2-8N4. Transformers SRVB 730Emerg SWGR AE UPS-VITBS2-116. Battery Chargers and Inverters SRVB 730Emerg SWGR AE UPS-VITBS2-I -REG4. Transformers SRVB 730Emerg SWGR AE TabLe 6-2: Beaver Vallev 2 NTTF 2.3 Walk-Bv Areas Area Bldg Floor El AXLB 7IO AXLB 110 AXLB 710 Boron Tank AXLB 110 AXLB 7IO HX AXLB 710 AXLB 718 AXLB 718AXLB 755 Boric Acid TK Room AXLB 755 AXLB 755-MCC Room AXLB 755AXLB 773 Cool Surge Tank AXLB 773 AXLB-CP-735 AXLB 735 Batterv Room 2-l SRVB 730 CNTB 707 CNTB 707CNTB 707 SW Corner CNTB 707CNTB 735-AC Room CNTB 735 Control BLDG MCC CNTB 707 Control Room CNTB 735 CV&RC Area-Reac-2T-SWGR MSCV 755 EDG 2-1 DGBX 732 EDG 2-1 Upstairs DGBX 759 Emerg SWGR AE SRVB 730 Emerg SWGR DF SRVB 730 FULB 729 PMP Room FULB 729FULB 741HX Room FULB 741 IAC Room MSCV 773 Intake Cubicle C INTS 705 Intake Cubicle D INTS 705Main Steam Room 81718 MSCV 778 Main Steam Room El 789 MSCV 789Main Steam Room Upper Plat.MSCV 773 MSCV 718 MSCV 718 MSCV East 735 MSCV 735 MSCV West MSCV 735 N-EAST 2 AXLB 735 AXLB 735 RCBX 692-Near Inner Stairs RCBX 692 RCBX 707RCBX107 RCBX 718 RCBX 718 RCBX 718-A RCP Pump RCBX 718 RCBX 718-Annulus RCBX 718 TabIe 6-2: Beaver Valley 2 NTTF 2.3 Walk-Bv Areas AreaBldgFloor El RCBX 7l8-Annulus Col 4 RCBX 718RCBX 718-8 RCP Pump RCBX 718RCBX 7I8-PEN-724 COL 9 RCBX 718 RCBX 721-A RCP Pump Cubicle RCBX 721 RSS Cubicle SFGB 718 SFGB 741 Cubicle A SFGB 141 SFGB 741 Cubicle C SFGB 741 SFGD 718 SFGB 718 SFGD 7I8 UP SFGB 7r8 SFGD 718 West SFGB 718 SFGD 737 SFGB 737 SFGD 741-PLAT SFGB 741 SRVB 780 SRVB 780 SWGR Vent Room 773 MSCV 773 Valve Pit A VLVP 718 Yard YARD 730 212 Table 6-3: Beaver Valley 2 NTTF
2.3 Components
Categorizedby EPRI Classes EPRI Cat No.Equipment Description ComponentsWalked Down 0 Other 13 1Motor Control Centers and Wall-Mounted Contactors 6 2Low Voltase Switchsear and Breaker Panels 5 3Medium Voltaee. Metal-Clad Switchsear 2 4 Transformers 2 5 Horizontal Pumps 6 6Vertical Pumps 3 7 Pneumatic-Operated Valves I7 8 Motor-Operated and Solenoid-Operated Valves 20 9 Fans 4 10Air Handlers 3 1l Chillers 0 12Air Compressors 0 13 Motor Generators 0 I4 Distribution Panels and Automatic Transfer Switches 4 15Batterv Racks I 16 Battery Chargers and Inverters 3 t7 Engine Generators I 18 Instrument (on) Racks 9 t9 Temperature Sensors 5 20 Instrumentation and Control Panels 9 21 Tanks and Heat Exchangers 6 6.2Wal,r Dowt{ AND Ann.t WlI x-By FrNnIncs The 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 number of minor potentially adverse seismic conditions identified during the walkdown, it can be concluded that most components and areas were found to be in good condition and that no major degraded or design non-conformances were identified. Generally, the nature of the potentially adverse conditions is related to mild corrosive conditions, responsiveness for old deficiency tags and minor discrepancies between existing and as-designed conditions.Several relatively minor findings are reported here. Observations in this respect are organized on the 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 identified during the Seismic walkdowns. A total of 7 potentially adverse seismic conditions were identified 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 required Licensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation is not required are provided in the Component's respective SWC provided in Appendix B.Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns Equipment ID No Equipment ClassDescription of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification 2SWS-P21A 6. Vertical Pumps Corroded bolts for Vertical Pumo 2SWS-P2IA. Yes cF.-2012-r4408 2SWS-MOVl13A8A. Motor-Operated ValvesDeficiency tag for leakage in packing of MOV I 13A Yes cR-2012-14409 MCC-2-El11. Motor Control CentersUnrestrained 55 gallon drum located near MCC Yes cR-2012-14420 Table 6-4: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns Equipment ID No Equipment Class Description of Adverse Seismic Condition Licensing Basis Evaluation Reouired Reference for Justification PNL-SEQ-24420. Instrument and Control Panels Interaction potential between lighting fixture and PNL-SEQ-244 Yes cR-2012-14463 2QSS-LT1O4A 18. Instrument (on)Racks Corrosion identified on enclosure and anchorage of component 2QSS-LT104A Yes cR-2012-t47 44 2QSS-2970. Other - Check or Manual Valve Corrosion identified on yoke of manual valve 2QSS-297 Yes cR-2012-r4749 2FNC-P21A 2FNC-E21A 5. Horizontal Pumps21. Tanks and Heat Exchangers Substantial unsupported span between discharge nozzle for Pump 2FNC-P21A and inlet nozzle for Heat Exchanger 2FNC-E21A.NoSWC for 2FNC-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 walked by 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 in conformance with the plant house keeping requirements. Figure 6-1: Maintenance equipment located inside Reactor Containment Building 216 o Corrosion identift,ed on inspected Yard Components A corrosive state was identified for components inspected in the Yard area. A corrosion condition 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 components 3 2rl o Substantial unsupported pipe length between pump 2FNC-P21A and HX 2FNC-E2IA While performing the walkdowns in the Spent Fuel Building, the SWT identified a long span of piping 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 this finding, the SWT was informed that this portion of the Spent Fuel piping system is not seismic category 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-244 The SWT identified a potential for interaction between a chain hung lighting fixture and control panel PNL-SEQ-244 located in the Emergency Switchgear AE at elevation 730'. Lighting fixtures 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 to correct this impact concern.Figure 6-4: Lighting fixtures near Panel PNL-SEQ-}44 219 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 identified during the area walk-bys. Table 6-5 provides a summary of aIl 7 potentially adverse seismic conditions identified. As shown in Table 6-5, six condition reports were issued, which required Licensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation is not required are provided in the Area's respective AWCs provided in Appendix C.Table 6-5: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys Area Bldg Floor El Description of AdverseSeismic Condition Licensing Basis Evaluation Required Reference for Justification Valve Pit A VLVP 718Deficiency tag for component 2SWM-MOV562.YescR-2012 -14412 MSCV 718 MSCV 718 Deficiency tag for component 2SWS-MOVl60. Yes cR-2012 -14449 MSCV 718 MSCV 718 Deficiency tag for component 2SWS-MOYt62. Yes cR-20r2-14450 MSCV 718 MSCV 718Deficiency tag for component 2SWS-MOVl 52-1.Yes cR-20r2 -14452 MSCV 718 MSCV 718 Corroded bolts on valve 2SWS-MOVl61. Yes cR-2012 -14455 AXLB 710 HX AXLB 710Corroded flange nuts fornozzle outlet of component 2CCP-EZIC. Yes cR-2012 -14459 EDG 2- I Upstairs DGBX 759EDG Resistor Bank supported on 4 porcelain feet.No AWC for EDG 2-l Upstairs o Ernergency Diesel Generator Ground Resistor 2EGS-GW2-I While performing the area walk-by for the Diesel Generator Building 2-1, SWEs identified Resistor 2EGS-GR2-1 to be mounted on 4 porcelain feet and not top braced. The SWT discussed the possibility of an electrical safety concern if there were cuffent running through the resistor bank at the time of an earthquake. Since this equipment is only used for periodic testing and is not Category I equipment, SWE's judged the configuration to be adequate and not to present a seismic concern.Figure 6-5: Emergency Diesel Generator Ground Resistor 2EGS-GR2-1 221
6.3 ConrrcuRATroN
Cnncrs The SWELL l+2 rncluded 70 items, which were not in-line components such as valves. The process of verifying the anchorage configuration focused on 35 SWEL components arbitrarily selected prior to walkdown proceedings (this is 507o of the SWEL items with anchorage configurations). Appendix D provides a list of the 35 components comprising the anchorage configuration list linked with the specific references used for verification purposes; i.e., IPEEE Calculations, design drawings, etc. The anchorage configuration for each of the 35 SWEL components listed in Appendix D was verified based on IPEEE Calculations and Plant Design documentation. SWEs referred to design drawings 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-installed configuration against the design drawings. In cases where design basis drawings were not readily identifiable, SWEs referred to previous IPEEE Calculations to ensure that the configuration was assessed during the IPEEE program and no design concerns were identified. These configuration checks verified consistency of as-installed conditions to that of the design drawings/calculationsin all 35 instances.
7.0 LICENSING
BASIS EVALUATION Thirteen 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 reports written as a result of the walkdowns. cR-2012-14408 While 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 the anchor 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 they are coffoded, they are capable to perform their intended design function based on engineering judgment. The two nuts are located near each other are readily visible as mildly corroded. No calculations 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 should be replaced 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. cR-2012 -14409While performing seismic walkdowns per NRC Letter 50.54f Section 2.3,, it was observed that a Deficient Tag (Tag ID 1 17 472) for Component 2SWS-MOVl 13A has been in place with no date on it and no physical work performed to correct the deficiency. This motor operated valve is located inside the Diesel Building (DGBX) at elevation 732'. The deficienttag says "Leakage in Packing." 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 they are corroded are capable to perform their intended design function based on engineering judgment. No calculations or drawings are affected since the nuts are able to perform the intended function. To avoid futher degradation of the nuts, the nuts should be replaced in the next system window and painted to mitigate corrosion. Initiated Notification No. 600786692 to perform the work under Work Order 200481341 . cR-2012 -14412 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3,it was observed that a Deficient 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 located inside the Valve Pit Room at elevattonJ 18'. The deficient tag says "Valve has rust and needs to be cleaned/painted." Observation concluded that there is only surface rust and the valve is capable to perform its intended design function based on engineering judgment. No calculations or drawings are affected since the valve is able to perform the intended function.To avoid further degradation of the valve due to corrosion, the corrosion should be cleaned/painted during the next system window. Initiated Notification 600786690 to perform thework under Work Order 200416834. cR-2012-t4420 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that a 55 gallon drum was located too close to MCC -z-El 1 and was unrestrained. The component is located 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 design function 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 are no operability concerns, and thus no violations of the design basis requirements. cR-2012-14449 It was observed that Component 2SWS-MOVI60 had a Deficient Tag (Tag ID 47014) and no physical 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 and preserved." Observation concluded that there is only surface rust and the valve is capable to perform its intended design function based on engineering judgment. No calculations or drawings are affected since surface rust doesn't affect the function or the valve. Implement field work per Initiated Notification No. 600786757 to avoid fuither degradation of valve. Work to be done under Work Order 200531116. cR-2012 -14450 It was observed that Component 2SWS-MOVI62 has corrosion on the valve from yoke to the bonnet. 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 its intended design function based on engineering judgment. No calculations or drawings are affected since the valve is able to perform the intended function. Clean the rust/corrosion per Initiated Notification No. 600186758 to perform the work. Work to be done under Work Order 20053lllT .cR-2012 -14452 It was observed that Component 2SWS-MOV152- 1 had a Deficient Tag (Tag ID 41016) and no physical work performed to correct the deficiency. Corrosion extends from yoke to bonnet. This motor 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 its intended design function based on engineering judgment. No calculations or drawings are affected since the valve is able to perform the intended function. Implement field work per Initiated Notification No. 600786161 to perform the work. Work to be done under Work Order 200531158. cR-2012 -t4455 It was observed that the four bolts and nuts connecting the yoke to the bonnet for Component 2SWS-MOV161 are mildly corroded. This motor operated valve is located inside the MSCV Room 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. No calculations 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/bolts connecting 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 to perform its intended design function based on engineering judgment. No calculations or drawings are affected since they are able to perform the intended function.Recommend during the next available Maintenance Window, to replace the flange nuts at outlet nozzle of heat exchanger per Notification No. 600786796 to perform the work. Work to be done under Work Order 200531 161 .cR-2012-14463 There is a potential seismic interaction concern associated with Panel PNL-SEQ-z 4located at F,l.'730' in Service Building, Emergency Switchgear AE. Specifically, right near the top of this panel, 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 the components inside the panel and they will perform their intended design function, by engineering judgment. However, this CR is being generated as an enhancement to consider upgrading the condition and restraining the unistrut supporting the lighting fixture such that it would not hit the panel. No calculations or drawings are affected since the components are able to perform the intended function safely.cR-2012-14144 The enclosure and the anchorage for Component 2QSS-LT104A is corroded. This component is located outside in the yard near RWST 2QSS-TKZI atelevation 734'. The corrosion does not affect the structural integrity of the component. The design basis requirements are still being met.Replace the enclosure and the anchorage per Notification No. 600788282 to replace the enclosure. 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 the yard neat RWST 2QSS-TK2l at elevation 734'. The component is still capable to perform its intended design function.Replace the yoke per Notification No. 600788283 to replace the yoke, under Work Order 200532070. cR-2012-r4758 This CR has been generated to capture all the issues in one condition report (roll-up CR) that have been identified during NRC 50.54f Letter Section 2.3 Seismic walkdowns performed at Beaver 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 generated as required and as identified in the attached matrix, as such there are no operability concerns associated with this CR.8.0 IPEEE VULNEARBILITIES There 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 Environmental Impact Statement for License Renewal of Nuclear Plants, Supplement 36, Regarding Beaver Valley Power Station Units I and2." Page G20 and}l states "The NRC staff also notes that the use of the integrated PSA to facilitate identification of SAMAs for external events, the prior 227 implementation of plant modifications for seismic and fire events, and the absence of externalevent vulnerabilities ensure that the search for external event SAMAs was reasonably comprehensive."Several submittals to the NRC covered IPEEE enhancements, but none would be classified as vulnerabilities. Tables identifying IPEEE vulnerabilities are essentially based on these enhancements and the enhancements were incorporated into the walkdown component selectionto the extent possible.9.0 PEER REVIEW A peer review of the Submittal Report for the Near Term Task Force NTTF Recommendation 2.3 "Seismic Walkdowns" was performed using the guidance provided in Section 6 of EPRI Document t425286, "Seismic Walkdown Guidance." Following are the peer reviewers for the Beaver Valley Power Station Unit-2:. Mohammed Alvi (Team Leader). John Reddington The peer review process included the following activities: Review the selection of the SSCs included on the SWEL Review a sample of the checklists prepared for the seismic walkdowns and area walk-bys Review the Licensing Basis Evaluations Review the decisions for entering the potentially adverse conditions into the Corrective Action Program (CAP).Review the submittal report Summarize 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) was performed 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 Beaver a o o o o o 228 Valley Power Station, Unrt-2 acted as Operations representative during the selection of the SWEL.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 I Screen 2: Equipment or SystemScreen 3: Support for the five safety functions Screen 4: Sample Considerations The 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 of systems, major new and replacement equipment, a variety of equipment types, a variety of environments in which the components are located, and the equipment enhanced due to vulnerabilities identified during the IPEEE program.It was confirmed that the size of the sample was sufficiently large to include a variety of items that 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 the development of SWEL 2: Screen 1: Seismic Category I Screen 2: Equipment or System Screen 3: Sample ConsiderationsScreen 4: Rapid Drain-DownSimilar process was used in the development of SWEL 2 as for SWEL 1. SWEL 2 for the Beaver Valley Power Station, Unrt-2 included 10 components.
== Conclusion:== No major concerns were identified by the peer review team in the selection process for SWEL I or SWEL 2. Peer Review Checklist for SWEL Instructions for Completing Checklist This 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 ENT See 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 Comments c. Various types of equipment?See Attached Commentsd. Various environments?See Attached Commentse. Equipment enhanced based on the V ENT Y XNf]v XNN V XNEfrndings of the IPEEE (or equivalent) program? V XNn v XwnSee Attached Comments f. 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 in SWEL 2?See Attached Commentsb. Was an appropriate justification documented for spent fuel pool related items notincluded in SWEL 2?See Attached Comments v XNn Y XNN4. Provide any other comments related to the peer review of the SWELs. See Attached Comments 5. 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 SWEL Comments 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 Guidance Document 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 Inventory Control D. Decay Heat Removal E. ContainmentFunctionThe selected components represent the five safety functions stated above.
A spreadsheet (Table 4-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 Water Chemical and Volume Control Svstem I25V DC Power Containment Vacuum and Leakage Monitoring System Reactor Plant Vents and Drains 4 KV Station Service System Steam Generator Feedwater Svstem Air Ventilation System Misc l20V AC Power Main Steam System Plant Process Control System 480V AC Power Containment Depressurization System Reactor Coolant System Safety Injection System Service Water System Residual Heat Removal Reactor Control and Protection Svstem S. In Core Instrumentation Svstem Comments on Ouestion 2b: The selected components represent many new and replacement equipment based on the following 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 Charger F. ECP 05-009-003: Replace Battery ChargerG. ECP 02-0902: Replace Feedwater Control Valve Comments on Ouestion 2c: The peer review concluded that the selected components represent various type of equipment installed in the plant. The various equipment types are indicated as follows: Tanks and Heat Exchangers Low Voltage Switchgear Medium Voltage Switchgear Battery Racks Battery Chargers and Inverters Horizontal Pumps Distribution Panels Engine Generators Pneumatic Operated Valves Check and Manual Valves Instrument on Racks Motor Control Centers Motor Operated Valves Solenoid Valves Vertical Pumps Instrument and Control Panels Transformers Fans Temperature Sensors Air Handlers Comments on Ouestion 2d: The selected components are located in various types of environments found in the plant. The various plant environment types are as follows: A. WarmB. DampC. Hot D. CoolE. Dry F. Humid/DryG. High Radiation Comments 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, Risk Achievement 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 2 Comments 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) was performed 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 Walkdowns and Area Walk-Bvs EPRI 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 were successfully 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 effors The above comments were discussed with the Seismic Walkdown Engineers (SWEs) and were successfully resolved in the final signed version of the checklists. In addition, the peer reviewers also participated in a sample of walkdowns and observed the work performed by the SWEs during the inspections. It was noted that the walkdown/inspectionwas intrusive, walkdown team members discussed, issues amongst themselves, and used engineering judgment in making decisions about whether there is any concern that should be noted. In some cases, the lead peer reviewer requested additional photographs. The lead peer reviewer interviewed the SWEs to verify they followed the guidance in Section 4of the EPRI Document "Seismic Walkdowns and Area Walk-Bys." The interview concluded that they did follow the said guidance and were knowledgeable about the walkdown requirements. Questions asked were successfully answered during the interview as well as during the walkdowns. Four SWEs participated in the walkdowns. See their resumes for experience and background training.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. All comments were successfully resolved. Adequate documentation has been provided in the checklists 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-2012-14408 While 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 the anchor 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 engineering judgment. 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-r4409 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that a Deficient 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 is located inside the Diesel Building (DGBX) at elevation 732'. The deficient tag says "Leakage in Packing." 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 engineering judgment. 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 and painted to mitigate corrosion. Initiated Notification No.600786692to perform the work to bedone under Work Order 200481347.3. CR-20r2-144r2 While 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 located inside 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 its intended design function based on engineering judgment. No calculations or drawings are affected 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-2012-14420 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, tt was observed that a 55 gallon drum was located too close to MCC -z-El I and was unrestrained.
The component is located 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 design function 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 are no operability concerns, and thus no violations of the design basis requirements.
- 5. CR-2012-14449 It was observed that Component 2SWS-MOVl60 had a Deficient Tag (Tag ID 4701q and no physical 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 and preserved." Observation concluded that there is only surface rust and the valve is capable to perform its intended design function based on engineering judgment. No calculations or drawings are affected 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-2012-14450 It was observed that Component 2SWS-MOV162 has corrosion on the valve from yoke to the bonnet. 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 its intended design function based on engineering judgment. No calculations or drawings are affected 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-r4452 It was observed that Component 2SWS-MOVI 52-I had a Deficient Tag (Tag ID 41016) and no physical work performed to correct the deficiency. Corrosion extends from yoke to bonnet. This motor 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 its intended design function based on engineering judgment. No calculations or drawings are affected 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 Component 2SWS-MOV161 are mildly corroded.
This motor operated valve is located inside the MSCV Room at elevation 718'.Observation concluded that there is only surface rust on the bolts as well as the nuts and the valve is capable to perform its intended design function based on engineering judgment. No calculations 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 Work Order 200531159.
- 9. CR-2012-14459 It was observed that the flange nuts at outlet nozzle for Component 2CCP-E?IC are mildly corroded. 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 to perform its intended design function based on engineering judgment.
No calculations or drawings 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-2012-14463 There is a potential seismic interaction concern associated with Panel PNL-SEQ-z44located at F,1.730' in Service Building, Emergency Switchgear AE. Specifically, right near the top of this panel, there are lighting fixtures supported from unistruts hung from chains above. During a seismic 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 the components inside the panel and they will perform their intended design function, by engineering judgment. However, this CR is being generated as an enhancement to consider upgrading the condition and restraining the unistrut supporting the lighting fixture such that it would not hit the panel.No calculations or drawings are affected since the components are able to perform the intended function safely.1 1. CR-2012-14744 The enclosure and the anchorage for Component 2QSS-LT104A is corroded. This component is located outside in the yard near RWST 2QSS-TKZI at elevation 734'. The corrosion does not affect the structural integrity so drawings and calculations still apply. The design basis documents have not been violated.Initiated Notification No. 600788282 to perform the work. Work will be done under Work Order 200532069.
- 12. cR-2012-14749The yoke for the manual valve 2QSS-297 is corroded.
This component is located outside in the yard 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 were reviewed. In summary, they have been adequately evaluated against the design basis requirements, the corrective actions taken are adequate, and no further action is required. D. Review of the decisions for entering the potentiallv adverse conditions into the CAP Process Section 6 of this report discusses the summary of walkdown results. Specifically, Section 6.2.I discusses seismic walkdown findings associated with SWEL 1, and Section 6.2.2 discusses seismic walkdown findings associated with area walk-bys. The potentially adverse conditions were documented in Tables 6-4 and 6-5 in accordance with EPRI Document 1025286 and titled as "Potentially Adverse Seismic Conditions Identified from Component and Area Walk-Bys." Table 6-4 tdentified seven potentially adverse seismic conditions, which resulted in generating six condition reports. Adequate justification is documented in the checklist that provides the basis as why the remaining issue had insignificant impact on the design of the components and that the component is still capable of performing its intended design function while still meeting the 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 in the checklists that provide the basis as why the remaining issue had insignificant impact on the design of the surrounding components and that the component is still capable of performing its 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 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 the criteria set forth in the selection process outlined in EPRI Document 1025286. An Operations person also participated in the sample selection process and the walkdowns. The peer reviewers participated in sample walkdowns, observed the conduct of walkdown team members, and discussed issues while remaining independent. The Seismic Walkdown Checklists (SWCs) and Area Walk-by Checklists (AWCs) were adequately prepared and the basis for justifications appropriatly documented. The decisions taken to enter the findings or not to enter the findingsinto the CAP were appropriate. Also, the resolution of the issues (License Basis Evaluations) identified in the condition reports was adequate. 1O.O REFERENCES1. NRC letter 50.54(f), March I7 ,2012.2. EPRI 1025286, "seismic Walkdown Guidance for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic." Final. June 2012.3. "Beaver Valley Power Station Unit 2: Probabilistic Risk Assessment Update Report", Issue 5,{, August 31,20t2, First Energy Nuclear Operating Company.
- 4. "Beaver Valley Unit 2 Probabilistic Risk Assessment, Individual Plants Examination of External Events", Submitted September,1997 in response to U.S. Nuclear Regulatory Commission 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 for Nuclear Power Generating Stations."12. ASME Boiler and Pressure Vessel Code Section III 197 4 including Winter Addenda I97 5.}}