ML13284A022

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Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Revision 1, Part 1 of 5
ML13284A022
Person / Time
Site: Beaver Valley
Issue date: 09/04/2013
From: Beigi F, Guerra E, Helffrich A, Wakefield D J
FirstEnergy Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
References
L-13-312
Download: ML13284A022 (324)
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{{#Wiki_filter:Beaver l/afley Power station Unit I Near-Terrn Task Force Recommendation 2,3$eismic Walkdown Repsrt Revisian'f Seftember 4, 2013 Prcpared hy:.&erdaurd &y;R. Mueller (FEN0C Contacted Retiree) ttpproYvd by: Hote*: t- S*slhns f ,3, S,5, S, Erd 10 hnw been pepared byABS Corsult*rS. $estitrE2* 7,8,and $ hstffi besn prcpqrod bf FENOC.?, Th* rsrrisrr' ard ryprwd d fiiB dmnrnnl by FEHOC peronnal mrretitutsr ths ffilmr seeaFfsnae dffirt( prfum*d by ABS ConzuIhg FirstEnergy illucle*r operafi ng SonrFany {FH['{OS}ffim !+riltr{ch (AB8 Cm**rg} Revision Change SummaryThe purpose of the revision (Revision 1) to this report is to resolve and address the issues that were identified during a snapshot self assessment performed on Seismic 2.3 effort, as documented in Condition Report CR-2013-10819 and also to address the comments received from the Nuclear Regulatory Commission personnel who performed an audit of Seismic 2.3 walkdowns during July 23-25,2013 at Beaver Valley Power Station, as documented in the condition report CR-2013-11484. Revision Change Paqe Affected Provided list of codes and standards for cateqorv 1 SSCs in Section 2.0 4 Clarified the role of peer reviewer (John Reddinqton) in Section 3.0 5 ldentified the walkdown team members and clarify the role of a senior engineer (Farzin Beigi) as the mentor in Section 3.0 5 6-11 Provided additional information on swEL review in section 4.1 9 clarified the process used on decisions taken as to when a cR was wqitten or not written in Sections 5.2 and 5.3 282 - 284 Clarification on inaccessible components (Mov-1eS-101 B, Mov-1Sl-8608, and MOV-15l-862A) in Section 4.1 284 Updated rables 6-5 and 6-0 to include dates CRs were initiated in Sections 6.2.1 and 6.2.2 294 - 295 Provided additional information on licensing basis evaluations in Section 7.1 299 Added reference to Appendix F (A4o completion Report) which was added in this revision in Section 8.0. Provided clarification about A46/IPEEE enhancements into SWEL.303 Provided additional information on the Role of Peer Reviewer in Section 9.1 303 - 304 Added date CR's were initiated in Section 9.0, part C 313-316 Updated Resumes (Eddie Guerra, Adam Helffrich) Apoendix A Updated SWCs Appendix B, pgs 5,6,10,1 1 ,183&196 of 439 Added anchorage calculation and drawing numbers Appendix D, Page D-1 and D-2 Added new appendix to reference the 446 compretion ReportAopendix F Thble of Contents List of TablesTable 4-1 Base List I The Equipment Coming Out of Screen #3 and Entering Screen

  1. 4,for 5 Safety Functions............

.............. 12 Table 4-Z SWEL I Selected Equipment for 5 Safety Functions ........ ..........247 Table 4-3 Base List 2 - List of SSCs for Spent Fuel Pool ..............215Table 4-4 SWEL 2 (Selected Equipment for Spent Fuel Pool) ....... 280 Table 6-1: Beaver Valley 1 NTTF 2.3 Walkdown Items (SWEL l+2) ..............284Table 6-2: Beaver Valley I NTTF 2.3 Walk-By Areas* ........ .........290 Table 6-3: Beaver Valley I NTTF Z.3lnaccessible Items on SWELI+2* ...291 Table 6-4: Beaver Valley 1 NTTF 2.3 Components Categorizedby EPRI Classes ....292Table 6-5: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns....... 293 Table 6-6: Potentially Adverse Seismic Conditions ldentified from Area Walk-Bys............ ...295 List of Figures UFSAR Figure 2.5-I: Response Spectra DBE ......... 3UFSAR Figure 2.5-2: Response Spectra OBE .............. 3Figure 2-l: Beaver Valley Unit I Design SSE Spectra ...............4Figure 6- 1 : Surface corrosion for valve I AC- I 50 ....... .......... 291Figure 6-2: Corroded valves with old deficiency tags. .......298List of Appendices APPENDIX A RESUMES AND QUALIFICATIONS APPBNDIX B SEISMIC WALKDOWN CHECKLISTS (SWCs)APPENDIX C AREA WALK.BY CHECKLISTS (AWCs)APPENDIX D COMPONENT LIST FOR ANCHORAGE CONFIGURATION CHECK APPBNDIX E MASONRY BLOCK WALLS VERIFIBD UNDER IE BULLETIN 80.11 APPBNDIX F UNIT I A46 COMPLETION REPORT AND IPEE

SUMMARY

AND CONCLUSIONS LIST OF ACRONYMS AWC BVI DBE EPRI FENOC IPEEE LERF LOCA MCC NPP NSSS OBE PRA PWR RAW SEL SQUG SSC SWC SWE SWT SWEL USIArea Walk-by ChecklistBeaver Valley Power Station Unit IDesign Basis EarthquakeElectric Power Research InstituteFirst Energy Nuclear Operating CompanyIndividual Plant Examination of External EventsLarge Early Release Frequency Loss of Coolant AccidentMotor Control CenterNuclear Power PlantNuclear Steam Supply System Operating Basis EarthquakeProbabilistic Risk AssessmentPressurized Water Reactor

Risk Achievement WotthSeismic Equipment List Seismic Qualification Utility GroupStructures, Systems, and ComponentsSeismic Walkdown Checklist Seismic Walkdown EngineerSeismic Walkdown Team Seismic Walkdown Equipment ListUnresolved Safety Issue

1.0 INTRODUCTION

This Report presents the results of the Seismic Walkdown conducted for the Beaver Valley Nuclear Power Plant Unit 1(BV1) 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 for 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 1 Updated Final Safety Analysis Repon (UFSAR).Geologic and seismologic surveys of the site were conducted to establish two design earthquakes with different intensities of ground motion. These are the operating basis earthquake (OBE) and the 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. The OBE is considered to be a modified Mercalli Intensity VI as measured at the site.The 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.The structures, systems and components designated Seismic Category I are designed to withstand, without loss of capability to protect the public, the most severe environmental phenomena ever experienced at the site with appropriate margins included in the design foruncertainties in historical data. All structures, systems and components including instrumentsand controls where failure might cause or increase the severity of a loss-of-coolant accident orresult in an uncontrolled release of excessive amounts of radioactivity, and those structures and components vital to safe shutdown of the reactor are defined as Seismic Category I. Note that the classification of Seismic Category I was previously designated as "Seismic Class I." These twoterms are considered equivalent for which the above definition applies. The seismically analyzedsystems and components of the plant are necessary to assure: (1) the integrity of the reactor coolant pressure boundary, (2) the capability to shut down the reactor and maintain it in a safeshutdown condition or (3) the capability to prevent or mitigate the consequences of accidents which could result in potential offsite exposures comparable to the guideline exposure of 10 CFR 100.The design earthquakes, OBE and DBE, for the plant are specified by OBE and DBE design response spectra. These criteria are based on the plant site geologic investigations andseismologic recommendations as discussed in Sectton 2.5 and Appendix B of the Unit I UFSAR.The design is based on a DBE normalized to 0.125 g and for the Operational Basis Earthquake (OBE) normalized to 0.06 g. Analysis and design are based on response spectra as shown in UFSAR Figure 2.5-l and 2.5-2 for the DBE and OBE, respectively. Dynamic amplification factors used for these spectra are such as to give a maximum spectral acceleration of 0.44 g for two percent damping for the DBE with appropriate relative values for other amounts of damping.The spectra are flat from 2 to 5 Hz (0.2 to 0.5 second period) and reduce to an amplification ratioof unity for frequency exceedin g 20 Hz.The response of plant structure are obtained through modal analysis of a multi-mass dynamicmodel which closely approximates the physical and response characteristics of the structure.Masses are normally lumped at floor elevations and include the floor system, a portion of thewalls above and the walls below the floor system, and major component and equipment loads. In addition, masses are located at elevations where any other response values are required. Springelements between masses represent building structural characteristics and are based on equivalent structural flexibilities. These structural representations provide for the inclusion of torsional effects as a part of the dynamic output. iF.a!-o ,.c!a sa s'sc flsrlf 2.t-tfts?flsc sEclrr tIItlttr fllttr torft tIAtl0r ritt r0, utSllEo ttllt ttrttr rrltrltS ltr.itfl58 t.s-llfrilGE sP*CrU tr Srarrl fllrtr t0rtr llrTtof ullr lg. I orDrttD ,trr,t serEtr rtlLrtls rttort UFSAR Figure 2.5-l: Response Spectra DBE UFSAR Figure 2.5-2: Response Spectra OBE The site of the station is underlain by approximately 100 ft of medium to dense sands and gravels laid in a high level terrace of the Ohio River. These are stable, relatively incompressiblesoils which provide a safe and adequate foundation for the power station. Settlements duringconstruction were minor and settlements following operation will be negligible. The surface soilsof the terrace are slightly looser than the deeper lying soils and these near surface soils were removed beneath the structures and replaced with densely compacted granular fill. The surface ofthe terrace has been eroded within the limits of the turbine building to below desired foundation grade. Clay soils in this region were removed and replaced under the turbine building and the transformers with densely compacted granular fill to afford a safe and adequate foundation forthese structures. There is no hazard of liquefaction for the soils underlying the station under earthquake conditions. Properties of the soil under dynamic loadings have been evaluated and proper cognizance taken of relative displacements between structures for piping design; the effects of earthquake loadings on lateral soil pressures on the containment structure and otherearth retaining structures; and stability of slopes under earthquake and fluctuating water levels. For the Beaver Valley Nuclear Power Plant Unit I design SSC spectra refer to Figure 2-1. FI a0 H g o a-*J tu L qJ o (J L'0.4 Frequency [Hz]Figure 2-l: The SSE response spectrum for Beaver Valley Unit I was digitizedfrom BVI FSAR Figure 2.5-1 List of Codes and Standards for Category I Structures, Systems, and Components (SSCs)o ACI318-63 Building Code Requirements for Reinforced Concrete o AISC 6th Edition, Manual of Steel Construction o ANSI B31.1. "Power Piping". 1967 Edition up through and including Summer 1971 Addenda 3.0 PERSONNEL QUALIFICATIONSThe following personnel worked together to formulate the list of selected equipment for the Beaver Valley Nuclear Power Plant Unit I NTTF Recommendation 2.3 Seismic Walkdown: o ft. Muller o P. Wakefield o p. Beigi The ABS Consulting Walkdown Team consisted of the following individuals: 4 . F. Beigi o E. Guerra o A. HelffrichMr. Guerra and Mr. Helffrich served as the qualified SWEs and performed all the duties asspecified in the EPRI walkdown guidance, EPRI 1025286. In addition to the two qualified engineers, Mr. Beigi served as a structural mentor and provided overall support to the walkdownteam as well as advice and a third party oversight of field conditions and walkdown operations.Mr Beigi documented his observations in a separate checklist and incorporated into the final signed checklists. Mr. Beigi has over 30 years of seismic structural experience including preparation and review of 4-46 and IPEEE submittals. Additionally, J. Reddington served as the peer reviewer of the Licensing Basis and of the Individual Plant Examination External Events (IPEEE). Mr. M. Alvi served as the lead peer reviewer 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, 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 A. Helffrich) have also completedthe 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 SSCs, equipment classes, and the previous IPEEE evaluation, these individuals also supported equipment selection, walkdown planning, equipment location determination, and selection of walk-by areas for the 2.3 Seismic Walkdown.

4.0 SELECTION

OF SSCS Consistent with the guidance in EPRI 1025286, "seismic Walkdown Guidance," (Refercnce 2)dated Muy, 20L2, the process of selecting the SSCs for inclusion of the Seismic Walkdown Equipment List (SWEL) I and SWEL 2 in support of the walkdown began with the creation oflarger lists. The development of the list for SWEL I is presented first in Section 4.1 and it isfollowed by that for SWELZ in Section 4.2.

4.1 DnvnlopMENT

oF THE SWEL l Llsr (RnurED To Knv Slrprv FuNcrroNS) The process described in the EPRI Guidance document (Reference 2) was followed for selectingthe SSCs. The EPRI guidance document under the sub-title "Previous equipment List" (Referen ce 2) says that using the previously developed IPEEE seismic equipment list as a starting point for category 1 SSCs is acceptable provided it covers all of the five safety functions requested, including the containment function. The IPEEE list for Beaver Valley unit 1 doesinclude SSCs for the five required safety functions so use of the IPEEE list as a starting point satisfies the intent of the EPRI guidance. However, for completeness, it was decided to also include SSCs from the current PRA model which also lists SSCs for these five safety functions. ABS Consulting has assisted FENOC in developing a seismic equipment list (SEL) for use in a seismic probabilistic risk assessment (SPRA) for Beaver Valley Unit 1. An existing internalPRA 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 1 PRA (i.e., working model BV1R5FL1, based on Reference 8)and the Beaver Valley Unit 1 IPEEE SEL list of 1920 SSCs (Reference 3). Duplicate SSCs, caused by (1) overlap between the two lists and (2) because the PRA contains multiple basic events for failure mode of a single component, were removed. Information about the originalsource 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, duringSSC sampling in preparation for the walkdown, selections were generally made preferentiallyfrom 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 alsoreviewed for possible inclusion. Again, duplicate SSCs were eliminated. The list of systems and major components in Tables B-1 and B-3 of Appendix E of EPRI 1025286 (Reference2) 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 so were 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 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 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 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 I internal events PRA update are noted in a separate column of the developed lists titled "screen 4d - Major New & Replacement Equip." These events 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.While there were no IPEEE vulnerabilities requiring plant changes identified for the Beaver Valley Unit I IPEEE, there were modifications performed in response to the assessment of A-46 outliers (References 3 and 4) in nearly the same time frame. The original list of ,{-46 outliers is documented in Reference 3 along with the initially proposed approaches to outlier resolution. Some of these approaches involved changes to the plant equipment and were implemented rightaway. Where judged to be significant, these changes are noted in the column titled "Screen 4e -A46l IPEEE Vulnerability" in Table 4-

1. Additional effort was made to resolve other outliers, the majority of which were resolved by further analysis; i.e., without plant changes. Reference 5 then documented the final resolutions of the outliers that differed from the originally proposed approaches. These changes were reviewed and those judged to involve significant plant changesare also documented in the column titled "screen 4e - A46l IPEEE Vulnerability" in Table 4- 1.Once the initial list of SSCs was developed, it was first screened to retain only seismiccategory I 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 Description SSC location - by building, elevation, and area descriptionThe 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 andcontainment functions (i.e., Reactor Reactivity Control, Reactor Coolant PressureControl, 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., fromthe ongoing PRA for internal fires) were assigned the designator, "ESFAS", and retained for the selection process.o 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 Appendix B of Reference 2) 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 la) 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 tinking these numerous SSCs with SSCs also assigned to the EPRI other category. A total of 5 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 SSC was selected from the other EPRI categories. Equipment in categories 11,12, and 13 do appear a o o o o o on the combined list, however, at Beaver Valley Unit 1, none of these equipment are seismic Category 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 1. The equipment coming out of Screen #3 and entering Screen

  1. 4, make up the"Base List 1". All SSCs in this table are seismic Category 1 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. Insome cases, SSCs appeared on both the original internal PRA and the IPEEE lists for BeaverValleyUnit 1. This is so indicated in the SSC source column. SWEL 1, as defined in the EPRI walkdown guidance (Reference

2) 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 Ibucket 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 and A-46 projects.SWEL I includes representative items from some of the variations within each of the aboveattributes. A total of 113 SSCs were selected. Beaver Valley Unit I plant operations staff wasconsulted in the SSC selection process. Operations reviewed the SWEL for completeness toensure all appropriate systems were considered. They also reviewed the list to ensure any modifications or vulnerabilities were adequately reflected in the database. They also reviewedenvironmental conditions for the various pieces of equipment and whether or not there were anyanomolies associated with the selected equipment. During the walkdown phase, operations personnel were available to open various cabinets and panels to help with the anchorage verification and cabinet inspections.The selected list of SSCs is largely located in the service building, safeguards building, and auxiliary building, but selections from the intake structure, diesel generator building, and containment are included. Many of the selected SSCs are from support systems, but there arealso SSCs selected from each frontline system. A total of 93 SSCs came from the original IPEEE or current internal events PRA model. SSCs are selected from each of the safety functions, including 9 related to the containment function. There were 13 SSCs selected that are located in relatively high radiation areas and 22 that are often in damp areas. Most SSCs selected are in cool and dry areas. However, 10 are chosen from normally warm areas and 22from relatively hot areas.The column in Table 4-2labeled "Reason for Selection into SWEL 1" summarizes the basis for selecting the chosen SSCs. The screens referred to for each SSC are associated with the 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 an enhancement resulting from the ,4,-46 program or to an IPEEE enhancement are labeled as Screen 4e. For a number of SSCs, the internal events PRA importance rankings (i.e., Screen 4t) indicated that the SSC is risk significant (i.e., RAW>2 or FVI>.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 insidethe containment. These SSCs were not accessible and therefore were not examined during thecurrent walkdown effort and are scheduled to be inspected during the next refueling outage (rR22 in 2013).DNVNT,OPMENT oF SWEL 2 r.on Spnxr FuBr, POOT. RNIATND ITEMS For spent fuel pool related 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 coolingand make up were included on a new list. Reference 6 details the operator actions to respond to a loss of spent fuel pool cooling or a loss of inventory. The functions considered were normalspent fuel pool cooling, spent fuel pool makeup from deminerahzed water, spent fuel pool makeup using gravity feed from the refueling water storage tank (RWST), and spent fuel poolmakeup from the fire protection system or from river water. The equipment identified for these functions in Reference 6 were included in the list along with the SSCs which make up the 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 are included in Base List I i t.e., see Section 4.1. Noticeably absent from the list are equipment related to spent fuel pool cleanup. The spent fuel pool cleanup equipment is not Seismic Category 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 (Reference2) make up "BaseList 2." All SSCs on this list are seismic category 1 and involve equipment and systems related to the spent fuel pool. At Beaver Valley Unit l, the spent fuel pool cooling pumps and heat exchangers iue Seismic Category 1 and therefore are included on Base List2 Attributes of the retained SSCs were collected for the following information: ' Equipment ID o Brief SSC Description. SSC location - by building, elevation, and plant room number o The room environment in where the SSC is located; including radiation level, moisturelevel, room temperature, and whether the location is inside or outside of plant buildings. The equipment ID and description fields were used to assign each retained SSC to one ofthe EPRI equipment Categories used for fragility analysis. These EPRI categories were later employed as part of the SSC selection process.At Beaver Valley Unit 1, it is not possible to siphon the spent fuel pool level down to less than9' 6.75" above the top of the spent fuel rack; i.e., failures resulting in a rapid drain-down cannot occur (Reference 7). Therefore, the rapid drain-down list of SSCs is empty for Beaver Valley Unit 1.SWEL 2, as defined in the EPRI walkdown guidance is attached as Table 4-4. There are no entries from rapid drain-down considerations; i.e., from Screen

  1. 4. The equipmentcoming out of Screen
  2. 3 and entering the SWEL 2 bucket in Figure I-2 from the EPRI walkdown 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 theselected 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. Since the types of Seismic Category 1 equipment related to the spent fuel pool are limited, so too is the variety of equipment types among the SSCs selected.1l L v,*x.i.gs$eE FE*E ET 8.EE E A Y U trl;E hU I fYl\o-o\o\[n C-l\o oo+c{C.l Ir}\n A z*EFr FE&\r\o o\q o\\o\c.j oo ca f-co z:tF s*EE Zbo C 2s.=c.l 4Ea'3_RB E EE E ER;=F*E A 5 B 6 q7 IJc)1,L!?bo e? $ a o,{.H .o - F I E EE E gR;==*E A 6 hi E q7 IJO1,LH ,dE EB9!()Eg$E$F a 3{)E I tr trI fr-$L 6t I t)rtr o)c)L I a c\.(u v,-(h U)o (t)0.)a (t) 0)a I 6)F J U J U J U F I U c)L F s gA o E/" gE z z z V)rYl z;*ts$g? a E (1)I cn (a U U J$J.f, a a fY (t)rYl;E=gFEF dB GtE rO HS tr(5 (J?AO Jbo F-cg 6 F*.G AO q.,, x c\ttr]o?bo=t!9 rr- ,E o?o0.'=rq9 F- ,.q 0)!)trv r-C7 3 e iivo)F R Ffr: E,a FE gF"EfrE tr>rC EE EE rA -, liEa U U a b4$M+h o v)U)rrl 3gB G{t)5 q)(l}El.art EI tsl z z z z z 3Eg h o a0 (l)9 (J U U U U U{)UT cni (t) o (n*El&tu)A !-! rA*grr 4El=rYl 141&F(h AFfA Hv)ddEt\-rYl!Mtiv)AF fia v)o t U)eE btrt{E#EH*S ai bs!)"i o U) e..I J 2ci+L*O 9c'iq ,i u)c{$E o fl a L I gh 6)A E 6l o)L X-t\/ C')?: 4n&J E oz (,&OF BFa oz (r&rY., I J E rYl\ :, 5Y 4l?f fTl HH r?l H.l-mv))r{-\i[!tv\J4;E ti)=Zfr? F X tr o-6l*)frl\n ca)l,-\.lca f-\n ca r-f-f-tn ca Fr DO-E ,t E J X X X X U fY V)EE Eg EE rda&:z*E 4d t F&JL')l-F EEUSE F t\Jtwlrrt = ftl =trrx vtzq rr"l k H tY1 i'l Hn ftl r'I I.' \J H F JIWI!!tr5?Y1 Z+l{ ryl r.\-HA rF1 rYl HVH.JF 63fr X*(n 282;-^A V\J U&F t?r I*H E (9E rA,.*H tt trl I rrl U U rr'l I fYl rrl (\t If Y'l I rrl rY't I E2 I J z g vo a o fr.h ,9)a\n$-.$th o a)O a oo.F C)rI]*ca+(.)c)()a+r bo U C)rq (,)F cl)I c)u)m I$c)F 5.A{&i gs.cfee EE*E ET E.E E A F A Y U ET HA E8 z:+F z+F rn 00 oo 8 o c\l00@\o A t<r 00 ttr tsr BE&\r z+z+t ca ca (\l n c\I\n}EH3*E t{:$!afX G) t- \.r' v rF\E *; d 5 AE = E E gHiE.6lq:.,duE*bHd.$E$B U)-e*)u EI I E rd?I (u L d I tl rl (9*)tr t)cn+.(l)E u-H U)a a O (t)U)o-: (t)tr J U'] U J U J U J U P-3 ta o E$E z z z z z E gE H E ? A tr iJ 3 U2>r (n a U)fYl (h (h rrl&$J t ,v $rtr 6to:i Egss-8 t\ 'E HO x.$'trfi lr/E C)Ep HC?r:2 F"vo F d:a-EA E P=E9 l-C 7,o.'ii \J c)--i:F-ao.g"E E E H's aE*: E $c vvv eLL.tt=(gdnCr tt;;r-l=AC)hc)Or.e-=.-CE*-lJL)Ao.$E fr; t^F aE*: E, $,e-: E ra RFil *h*E-'l=cEEsiEi ,^ v) -E ,Avrh>aO-.r EE e{tr (at F.(n fa a rr'l U)fr Ch fY'l M s\4 s v$iFB t{)I L}o a?a E z z z z z sE$r.o a0 (u s 6E U U U (J U U q)7\ ()!,L (t) ;ac a a eH q)C)9rc*Et\MFU)AFrA Hv/*tr]\&FiU)AF/A H*Et\MtaO" ii V)b Et r-i EHEH a;b$g c.i ()ch (\t tti o gc.iR ,i A (t') c.l $o I a L c).A o A FI 6l g rYl fF)a r.t^ vt)r{.iHd, virriEl F)tr2 fr?PxF ' A U H'rF mv))r{;\;trl tv\.,4itr F)tr2 fr2RNF ' A U\- /,^\J rr'l <f> Z. rF1 rV fYIY.tq F r r'1 *r X P E HF\J trlaMh 4z YrI]Z.riN r7l HFF ri*v r\ Hx F n IIF\J 9.1 i^ X\-&r7 n YE]z- rr'1 fv rrlvF H rh\J T\ H X F A H\J tqch&-o I a (9 FI\n ca f-[n cn r-ea r-c.)f-c.l f-b8 A'E I I (t)fr a a/.V)(h E.E lra.3 'E a8 Fta=-i Fv*H BE='i FvA-IH z I oo I U)F la trJ '--)cpoo$s chz o z \-/ c-.1= r I I E g nEBazfilz e E 3

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5.0 SEISMIC

WALKDOWN AND AREA WALK-BYSThis section summarizes the activities prior to, during, and after performing theseismic walkdown and area walk-bys. It also presents the results and findings of theand documents the checklists utilized to record the walkdown data.NTTF 2.3 walkdownIt 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(0 letter, Enclosure 3, Recommendation 2.3 : Seismic.

5.1 WllxuowN

PnnpanarroN The overall procedure directly implements the EPRI guidelines. However, due to their uniquenature, the following description gives special attention to the ( 1) selection and execution of the configuration checks of selected anchorage, and (2) the verification of the seismic adequacy ofblock walls in the vicinity of equipment on the SWEL. EPRI guidelines recommend that a minimum of 50 percent of the equipment considered in the walkdown be examined to documentthe 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 insupport of NTTF 2.3.Prior to the walkdowns, the Seismic Walkdown Engineers (SWE) examined available plant documentation associated with (1) anchorage design, and (2) block wall capacity calculations,and correlated these 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 toeach of the SWEs electronic tablets used during the walkdown with the intention of verifying, if required, any anchorage configuration or block wall seismic adequacy.28r 5.2NTTF 2.3 WI.LKDOWNS The NTTF 2.3 walkdowns at Beaver Valley Unit I were performed over a duration of five days from September 10 to September 14, 2012. During the walkdowns, the SWEs completed the walkdown checklists as SWEL components were inspected. The SWEs discussed their observations and judgments with each other, and collectively came to agreement on the results oftheir Seismic Walkdowns and Area Walk-Bys before documenting the results on SWCs orAWCs. Any issues that could not readily be resolved or agreed upon by consensus of the SWEswere further evaluated at the end of each day through further assessments (e.9., calculations) or identification of existing plant documents. If any identified condition could not be easily determined to be acceptable, a Condition Report (CR) was issued on the same day to be furtherevaluated for compliance with the Seismic Licensing Basis and additionally to be evaluatedunder the plant's Corrective Action Program.Selected anchorage configurations were verified for 507o of the floor or wall mounted components on the SWEL with respect to design documentation, including anchorage design drawings and A-46lIPEEE calculations. Masonry walls in the vicinity of SWEL and non-SWEL items were recorded in the SWCs and AWCs. Subsequently, the SWEs verified the seismic adequacy of the block walls based on IE Bulletin 80- 1 1 documentation. 5.3 Posr WllruowN AcrrvrrrEs The primary activity after the walkdown involved compiling the SWCs and the AWCs.Additional documentation, such as design calculations and/or A-46lIPEEE submittals, was also reviewed to support configuration checks. Photographs taken during the walkdown were linked to 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. Any potentially adverse seismic condition identified in either the equipment Seismic Walkdowns or the Area Walk-Byswere evaluated with respect to their seismic licensing basis at the end of each day. In some cases the adverse condition was resolved through additional assessment in the form of quick calculations or identification of plant documents that substantiated the as-built condition. If the potentially adverse seismic condition could not be readily shown to meet its seismic licensing 282 basis, then the condition was immediately documented in a Condition Report (CR) to be further evaluated under the plant's Corrective Action Program (CAP). The results of these assessmentswere then documented in their respective SWCs or AWCs. For this reason, the checklists werenot formally signed until all the documentation including reviewer comments were incorporated.This report serves as the official documentation of the walkdown although the date of the report approval is different than the dates of the walkdowns. No "timeline" can be reconstructed to document the internal comment cycle and this report serves as a o'snapshot" assessment of plant conditions. The post walkdown activity also developed this walkdown report.5.4 PornNuALLy AovBnsE CoNDrrroN RnponuNc Process used in determining whether an identified potentially adverse condition required entry inthe site's corrective action program or not: The Seismic Walkdown Enginerers (SWEs) documented their findings in the field directly iniPads that were used in completing the walkdown checklists. Once they identified any potentially adverse condition during their walkdowns, they immediately consulted among themselves first to determine if the identified anomaly had any significant impact on the SSC's capability to perform its intended design function. The basis for this assessment was based on design basis acceleration level at the base of the SSC, load carrying capability of the component, significanceof the issue, significance of the component, allowable stresses per AISC and ACI codes, and any other attribute that would help in making a sound engineering judgment. If additional information was needed, they immediately contacted site engineers to gather additional data/information to make a decision. If any immediate action was required, it was taken accordingly. Additionally, technical expertise and the knowledge of the site structuralengineering personnel were utilized in evaluating the identified anomaly and making a decision whether it required entry to corrective action program. This was done as they were more knowledgeable in the design and licensing basis of the plant.At the completion of walkdown activities each day, a collegial meeting was held between the walkdown team, the team's mentor, Farzin Beigi, the Peer Reviewers, and the site designengineering personnel to debrief the findings of the day and any potential conditions adverse to quality. Any condition that was clearly a violation of the design or licensing basis was written asa condition report on the day of discovery. Some conditions were not clearly violations, but it may have been unclear whether there was any cause for concern. These conditions appeared to meet their design requirements, but required some verification. These items are noted in Table 283 6.1 6-5 and Table 6-6. The tables document "potential" issues that would be adverse to quality. In general, they are a documentation of varying degrees of experience and use of engineering judgments. The basis for excluding an issue from being a condition report is documented in thewalkdown checklist to ensure retrievability.6.0

SUMMARY

OF THE WALKDOWN RESULTS Walr DowN Irnus AND W.qlr-By AnplsThe SWEL I included a total of 113 components, and SWELZ included a total of 8 components.From this totalof l2I components, 108 components were walked down and 13 components were inaccessible and will require walkdown during the next plant's refueling outage. These thineenitems located inside the Containment Building will be walked down later during the next scheduled plant refueling outage. Notification No. 600788346 has been generated to have these walkdowns performed during the next refueling outage. Table 6- 1 and Tabhe 6-2 identify thewalkdown items and walk-by areas, respectively, and Table 6-3 presents a list of items on theSWEL which were inaccessible while the plant is in operation. These components will be walkeddown during the next plant's refueling outage. Three motor operated valves MOV-1QS-1018, MOV-1SI-860B, and MOVE-1SI-862A were part of the SEL components to be walked down.As noted on their respective checklists, the valves themselves were inaccessible, but theoperators were accessible. The operators were walked down, but the in line valves were not. Theareas walk-bys and the walkdown items are cross correlated on the respective SWCs and AWCs.Table 6-4 provides the list of equipment that was walked down by EPRI equipment class.Table 6-1: Beaver Valley 1 NTTF 2.3 Walkdown Items (SWEL I+2)Equipment ID No Equip. Class Bldg Floor EI Area Description lCC-E-1A21. Tanks and Heat Exchansers AXLB 735Primarv Aux. Blde 735'6" lEE-EG-117. Eneine Generators DGBX 735 DG Room Train A 1EE-EG-277. Engine Generators DGBX 735DG Room Train B 1FC-E-1A21. Tanks and Heat Exchangers FULB 735Fuel Buildine 1FC-P-1A 5. Horizontal Pumps FULB 735Beside H/X lFW-PNL-lOOB20. Instrument and Control Panels SFGB 735 West Cable Vault----South East Corner Table 6-1: Beaver Valley I NTTF 2.3 Walkdown Items (SWEL I+2)Equipment ID NoEquip. Class Bldg Floor EIArea Description 1PC-r45l. Other - check/manual valve FULB 735 Fuel Building IPC-1FC-102A18. Instrument (on) Racks FULB 735Fuel Buildine IRW-I89l. Other - check/manual valve AXLB 735 Cutlet of CCR HX 480VUS-1-8-N2. Low Voltage Switchgear andBreaker Panels SRVB 713 Emergency Switchgear Room Train A 480VUS-1-9-P2. Low Voltaee Switchsear SRVB 713 Emersencv Switchgear Room Train B 4KVS-1AE 3. Medium Voltage Switchgear SRVB 713 Emergencv Switchgear Room Train A 4KVS-1DF3. Medium Voltage Switchsear SRVB 713 Emersencv Switchgear Room Train B BAT-1-115. Battery Racks SRVB 713 Battery Room #1 BAT-1-215. Batterv Racks SRVB 713 Batterv Room #2 BAT-CHG-I-116. Battery Chargers and lnverters SRVB 713 Emerg Swgear Rm Tr A BAT-CHG1-2-A16. Battery Chargers and Inverters SRVB 713 Emergency Switchgear Room Train B BAT-CHG-1-316. Battery Chargers and Inverters SRVB 7t3 Emerg SW Rm Tr A BB-A1 20. Instrument and Control Panels SRVB 735 ontrol Room CC-TK-121. Tanks and Heat Exchanqers AXLB 768CCW Surge Tank CH.BL-221. Tanks and Heat Exchangers AXLB 752 Aux Blds 768 CH-P-1C 5. Horizontal Pumps AXLB 722 Chareine Pump Cubicle lC CH-P-2A5. Horizontal Pumps AXLB 752 Boric Acid Pump Cubicle B CH-TK-1A21. Tanks and Heat Exchansers AXLB 752 Boric Acid Tank 1A DC-SWBDI-114. Distribution Panels andAutomatic Transfer Switches SRVB 713 Emergency Switchgear Room Train A DC-SWBDI-214. Distribution Panels andAutomatic Transfer Switches SRVB 713 Emergency Switchgear Room Train B DC-SWBDI-314. Distribution Panels andAutomatic Transfer Switches SRVB 713 Emergency Switchgear Room Train A Table 6-1: Beaver Valley 1 NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID No Equip. Class Bldg Floor EI Area Description DC-SWBDI-414. Distribution Panels andAutomatic Transfer Switches SRVB 713Emergency Switchgear Room Train A EE.P-IA 5. Horizontal Pumps DGBX 735DG Room Train A EE-TK-2A21. Tanks and Heat Exchansers DGBX 735DG Room Train A FCV-lCH-l1347. Pneumatic-Operated Valves AXLB 722Blender Room FCV-1FW-103B

7. Pneumatic-Operated Valves SFGB 73s CS/AFW Pump Room FW-590. Other - check/manual valve SFGB 735 QS/AFW Pump Room FW-P-2 5. Horizontal Pumps SFGB 735 QS/AFW Pump Room FS/-P-3A5. Horizontal Pumps SFGB 735 CS/AFW Pump Room FW-T-2 5. Horizontal Pumps SFGB 735 CS/AFW Pump Room HCV-lCH-186
7. Pneumatic-Operated Valves AXLB 722 Blender Room INV-VITBUSl-116. Battery Chargers and Inverters SRVB 713 Emergency Switchgear Room Train A TNV-VITBUS I -316. Battery Chargers and Inverters SRVB 713Emergency Switchgear Room Train A TNV-VITBUSl-416. Battery Chargers and Inverters SRVB 713 Emergency Switchgear Room Train B LS-1EE-201-l18. Instrument (on) Racks DGBX 735 DG Room Train A LT-rOS-100A18. Instrument (on) Racks YARD 735 AT OS-TK-I MCC-1-EI1. Motor Control Centers INTS 705lntake Structure Pump Cubicle I (A)MCC-I-EIz1. Motor Control Centers SFGB 735East Cable Vault MCC-1-El31. Motor Control Centers SFGB 756Motor Control Center Room MCC-1-E4l. Motor Control Centers AXLB 735 Primary Aux. Bldg 735'6"--West Wall Near CC-E-IC MCC-I-E6l. Motor Control Centers SFGB 735East Cable Vault MCC-I-87l. Motor Control Centers DGBX 735 DG Room Train A MCC-I-E81. Motor Control Centers DGBX 735 DG Room Train B-- -East Wall MOV-lFW-151E8A. Motor-Operated Valves SFGB 735 OS/AFW Pump Room MOV-1MS-105 3A. Motor-Operated Valves SFGB 751Main Steam Valve Room Table 6-1: Beaver Valley I NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID No Equip. Class Bldg Floor EIArea Description MOV-1QS-1018 8A. Motor-Operated Valves SFGB 735 Pipe Tunnel---W Area RR 745 -Shallow Pit MOV-1RW-102A2 8A. Motor-Operated Valves INTS 705Intake Structure Pump Cubicle 1 (A)MOV-1RW-103A8A. Motor-Operated Valves AXLB 722 Primary Aux. Blde 722'6" --East Central MOV-1RW-103B 8A. Motor-Operated Valves AXLB 722 Primary Aux. Bldg 722'6

--East CentralMOV-IRW-I l388A. Motor-Operated Valves DGBX 735DG Room Train A MOV-lRW-l1488A. Motor-Operated Valves AXLB 722 Primary Aux. Blde 722'6 --East Central MOV-15I-86088A. Motor-Operated Valves SFGB 747 Valve Pit 688 MOV-I5I-86248A. Motor-Operated Valves SFGB 747 Valve Pit 689 MOV-RW-IT78A. Motor-Operated Valves AXLB 722 Primary Aux. Bldg 722'6" --East Central PCV-IMS-IOI C88. Solenoid Valves SFGB 768Main Steam Valve Room PI-lRW-102A118. Instrument (on) Racks AXLB 735 RW Inlet To CCR HTX'S PNL-1MS-IOlA20. Instrument and Control Panels SFGB 751Main Steam Valve Room PNL-1MS-lOIB20. Instrument and Control Panels SFGB 751Main Steam Valve Room PNL-ACI-BUS-lE20. Instrument and Control Panels SRVB 713 Relav Room ----West Wall PNL-AC1-El20. Instrument and Control Panels SRVB 713Emersency Switchgear Room Train A PNL-DCI-320. Instrument and Control Panels SRVB 735 Control Room PNL-DGEA-120. Instrument and Control Panels DGBX 735DG Room Train A PNL-DIGEN-120. Instrument and Control PanelsDGBX735 DG Room Train A PNL-DIGEN-220. Instrument and Control Panels DGBX 735 DG Room Train B PNL-VITBUSl-214. Distribution Panels andAutomatic Transfer Switches SRVB 735 Control Room PNL-VITBUSI -314. Distribution Panels andAutomatic Transfer Switches SRVB 735 Control Room PT-lRW-I13418. Instrument (on) Racks AXLB 735 Primary Aux. Bldg 735'6" --CCR HX Inlet HDR OS-P-18 5. Horizontal Pumps SFGB 735 OS/AFW Pump Room REAC-TR-SWGR-1A2. Low Voltage Switchgear andBreaker Panels SRVB 713 Motor Generator Room RK-IPRI-PROC-1220. Instrument and Control Panels SRVB 713 Process Instrumentation Room Table 6-1: Beaver Valley 1 NTTF 2.3 Walkdown ltems (SWEL l+2)Equipment ID No Equip. Class Bldg Floor EI Area Description RK-AUX-RPTST-A

20. Instrument and Control Panels SRVB 713 Process Instrumentation Room RK-NUC-INS-120. Instrument and Control Panels SRVB 735 ontrol Room RK-VV-REL-B20. Instrument and Control Panels SRVB 7t3 Process Instrumentation Room RS-P-2B 6. Vertical Pumps SFGB 732B RS Pump Cubicle RW-183D. Other - check/manual valve AXLB 735 Primary Aux. Blde '735'6" --East Central RW-57 l. Other - check/manual valve INTS 705Intake Structure Pump Cubicle I (A)SAF-SW-65 20. Instrument and Control Panels SRVB 713 Emergency Switchgear Room Train A SI-P-1A 6. Vertical Pumps SFGB 751 LHSI Pump 1A SI-TK-2 21. Tanks and Heat Exchangers AXLB 722 Primary Aux. Bldg 722'6" --At BIT Cubicle SV-MS-10487. Pneumatic-Operated Valves SFGB 768Main Steam Valve Room TCV-1CH-1447. Pneumatic-Operated Valves AXLB 722 Primary Aux. Blds 722'6"--NE Corner TI-1EE-301 19 Temperature sensors DGBX 735DG Room #1 TRANS-1-8N
4. Transformers SRVB 713 Emergencv Switchgear Room Train A TRANS-1-8NI
4. Transformers SRVB 713 Normal Switcheear Area TRANS-1-9P
4. Transformers SRVB 713Emergency Switchgear Room Train B TRF-1015 4. Transformers SRVB 713 Emergency Switchgear Room Train A TRS-BIP-PNLl20. Instrument and Control Panels SFGB 735East Cable Vault TV-1BD-lOOA
7. Pneumatic-Operated ValvesSFGB722 Pipe Penetration C TV-1CV-IO2
88. Solenoid Valves SFGB 722 Pipe Penetration C TV-1CV-1508
88. Solenoid Valves SFGB 722Pipe Penetration B TV-1MS-101C7. Pneumatic-Operated Valves SFGB 768 Main Steam Valve Room TV-1MS-105A7. Pneumatic-Operated Valves SFGB 747Main Steam Valve Room VB-A20. Instrument and Control Panels SRVB 735 Control Room VS-AC-1A-BLOWER10. Air handlers SRVB 713 AC Equip Rm vs-D-22-2C0. Other - check/manual valve DGBX 135 DG Room Train B VS-D-57A17. Pneumatic-Operated Valves TNTS 705lntake Structure Pump Cubicle 1 (A)VS-D-57B 17. Pneumatic-Operated Valves TNTS 705 Intake Structure Pump Cubicle 2 (B)vs-D-57C1 7. Pneumatic-Operated Valves INTS 705 Intake Structure Pump Cubicle 3 (C)

Table 6-1: Beaver Valley 1 NTTF 2.3 Walkdown Items (SWEL l+2)Equipment ID NoEquip. Class Bldg Floor EI Area Description VS-F-5589. Fans SRVB 725 Service Buildine Floor 725 VS-F-578 9. Fans TNTS 705lntake Structure Pump Cubicle 2 (B)WR-P-1A 6. Vertical Pumps INTS 705Intake Structure Pump Cubicle 1 (A)WR-P-186. Vertical Pumps INTS 705lntake Structure Pump Cubicle 2 (B)Note: Equipment located in either SFG or MSCV are all designated to be in SFGB. Table 6-2: Beaver Valley 1 NTTF 2.3 Walk-By Areas*Area BIdeFloor ElAC Equip RM SRVB 713 AT QS-TK-I YARD 735Aux bldg768 AXLB 768 B RS Pump Cubicle SFGB 732 BAT-IROOM SRVB 713Battery Room #2 SRVB 713Blender Room AXLB 722Boric Acid Pump Cubicle B AXLB 752 Boric Acid Tank 1A AXLB 752 CCW Surge Tank AXLB 168 Charging Pump Cubicle I A AXLB 722 Charging Pump Cubicle lC AXLB 722 Control Room SRVB 735DG Room #1 DGBX 735DG Room Train A DGBX 735DG Room Train B--East Wall DGBX 735 East Cable Vault SFGB 735Emer Swgr Room Train A SRVB 713Emer Swgr Room Train B SRVB 713Fuel building FUBD 713 INTS Pump Cubicle 1(A)INTS 705INTS Pump Cubicle 2(B) TNTS 705 INTS Pump Cubicle 3(C) INTS 705LHSI Pump 1B SFGB 751 Main Steam Valve Room SFGB 751Motor Generator Room SRVB 713Normal Switchgear Area SRVB 7t3 Pipe Penetration C SFGB 722 Prim Aux Bldg 735'6 HX Inlet AXLB 73sPrim Aux Bldg 735'6 W. Wall AXLB 735Prim. Aux Bldg 735'6 E Central AXLB 735 Prim. Aux. BLDG 722'6 BIT Cub.AXLB 722Prim. Aux. BLDG 722'6 E Cent.AXLB 722 Prim. Aux. BLDG 722'6 NE Corner AXLB 722Prim. Aux. Bldg. 735'6 AXLB 735 Table 6-2: Beaver Valley 1 NTTF 2.3 Walk-By Areas*Area Blds Floor BlPrim. Aux. Bldg. 735'6 AXLB 735 QS-AFW Pump Room SFGB 735Relay Room AXLB 713 Service Building Floor 725'SRVB 725Valve Pit 688'SFGB 747West Cable Vault - SE Corner SFGB 735& Does not include areas in Containment Building. Note: Equipment located in either SFG or MSCV are all designated to be in SFGB.Table 6-3: Beaver Valley 1 NTTF 2.3Inaccessible Items on SWELI+Z*Equip. ID Description Blds EI Area Description GN-TK-18 NITROGEN ACCUMULATOR TANK GN-TK-l8 RCBX 767 REACTOR CONTAINMENT BUILDING LT-lFW-475SG1A BIP NARROW RANGE LEVEL TRANSMITTER LT- I FW-475 RCBX 718 OUTSIDE 1A STEAM GEN CUBICLE MOV-1RC-535 PORV BLOCK VALVE MOV-RC-535 RCBX 767PRESSURIZER CUBICLE PCV-1RC-455DPZR PORV PCV-RC-455D RCBX 767PRESSURIZER CUBICLE PCV-CC-101 CNMT AIR COMPR CHILLED WATER SUP PRESS CONT RCBX 718 REACTOR CONTAINMENT BUILDING PT-1RC-403 REACTOR COOLANT WIDE RANGE PRESSURE. PT-RC.4O3 RCBX 692701 KEYWAY WALL RH-P-1ARHR PUMP RH-P-IA RCBX 707RHR PLATFORM RS-E-1D RECIRC SPRAY HEAT EXCHANGER RS.E-ID RCBX 718RECIRC SPRAY CLRS RS-P-IA INSIDE RECIR. PUMP RS-P-IARCBX 692 AT CNMT SUMP SI-24 LOOP 2 COLD LEG SI SUP CHECK VALVE SI-24 RCBX 718AT 18 LOOP CUB SOV-1RC-l03B SOV-RC-103BRCBX767ON PZR CUBICLE OUTSIDE WALL TV-1CC-107ARCP 1A THERM BARR CCR OUT ISOL.TV-CC-IO7A RCBX 718-A RCP PP CUBICLE-TI-1CC-131C CNMT RECIRC AIR COOLERS INLET LOOP #3 RCBX 692 REACTOR CONTAINMENT BUILDING (690)*These equipments will be walked down during the next scheduled refueling outage Table 6-4: Beaver Valley I NTTF 2.3 Components Categorizedby EPRI Classes EPRI Cat No.Equipment Description Components Walked Down 0 Other 7 I Motor Control Centers and Wall-Mounted Contactors 7 2Low Voltage Switcheear and Breaker Panels 3 3 Medium Voltage, Metal-Clad Swit chgear 2 4 Transformers 4 5 Horizontal Pumps 10 6Vertical Pumps 4 7Pneumatic-Operated Valves L4 8Motor-Operated and Solenoid-Operated Valves t6 9 Fans 2 10 Air Handlers I 11 Chillers 0 T2Air Compressors 0 r3 Motor Generators 0 t4 Distribution Panels and Automatic Transfer Switches 6 15Battery Racks 2 I6 Battery Chargers and Inverters 6 17 Engine Generators 2 l8 Instrument (on) Racks 7 r9 Temperature Sensors 2 20 Instrumentation and Control Panels t7 2lTanks and Heat Exchangers 9 6.2 Walr Dowtrl AND AnBn War,r-By FnUNGS 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 numberof 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 tagsand 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 and Area Walk-Bys.6.2.1 Seismic Walkdown Findings The following section presents potentially adverse seismic conditions and findings identified during the Seismic Walkdowns. A total of 6 potentially adverse seismic conditions were identified during the Seismic Walkdowns. Table 6-5 provides as summary of all 6 adverse finding conditions identified. As shown in Table 6-5, only one condition report (CR 2012-14321) was 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 6-5: Potentially Adverse Seismic Conditions Identified from Seismic Walkdowns Equipment ID No Equipment Class Description of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification 1EE-EG-117. Engine Generators No grout belowmiddle section of EDG's No SWC for lEE-EG-1 1EE-EG-217. Engine Generators No grout below middle section of EDG's No SWC for 1EE-EG-2 293 Table 6-5: Potentially Adverse Seismic Conditions Identified from Seismic WalkdownsEquipment ID No Equipment ClassDescription of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification MCC-I-E6 1. Motor Control CenterCable trays possible interactionwith MCCs No SWC for MCC-I-E6 MCC-I -812 1. Motor Control CenterCable trays possible interactionwith MCCs No SWC for MCC-I -ELz DC-SWBDI-2

14. Distribution Panels Battery charger and switchboard not bolted together Yes cR20t2-14321 (Initiated on 9trgt12)BAT-CHG I A 16. Battery Chargers and Inverters Battery charger and switchboard notbolted together Yes cF.2012-14321 (Initiated on 9/t8n2\o Masonry Block Walls Based on calculations presented in response to IE Bulletin 80-11, Masonry block walls identifiedin the vicinity of walked-down SWEL items, and in Area Walk-bys have adequate seismic capacity.

Appendix E presents the list of block walls associated with the nearby SV/EUAreaWalk-by items, and as the referenced calculations used for verification of the block wall seismic capacity.6.2.2 Area Walk-By FindingsThe following section presents potentially adverse seismic conditions and findings identifiedduring the Area Walk-Bys. A total of l0 potentially adverse seismic conditions were identifiedduring the area walk-bys. Table 6-6 provides a summary of all 10 potentially adverse seismic conditions identified. As shown in Table 6-6, seven condition reports were issued, which required Licensing Basis Evaluation. Justifications for findings for which a Licensing Evaluationis not required are provided in the Area's respective AWCs provided in Appendix C. Table 6-6: Potentially Adverse Seismic Conditions Identified from Area Walk-Bys Area Bldg Floor EI Description of AdverseSeismic Condition Licensing Basis Evaluation Required Reference for JustificationINTS Pump Cubicle 3(C)INTS 705 Pump IWR-P-IC has 2anchor bolts that are corroded.Yes cR2012-13969 (Initiated on 9tran)DG Room Train A DGBX 735 Black marks identified for EDG exhaust NoAWC for DGRoom Train APipe Penetration C SFGB 722Security barrier near PT-1CV-101B Yes cR 2012-14420 (Initiated on 9tr3l12)Pipe Penetration C SFGB 722Surface corrosion for valve IAC-150 Yes cR2012-1397r (Initiated on 9trzt12)Various Various VariousOld deficiency tags identified Yes cR 2012-13972 (Initiated on 9trzt12)cR 2012-13974 (Initiated on 9trzt12)Main Steam Valve Room SFGB 75r Pipe contact with knee brace NoAWC for Main Steam Valve RoomControl Room SRVB 735Control Room ceiling tiles NoAWC for Control Room Fuel Building FULB 735Potential for spray fromspace heater NoAWC for Fuel Building Prim. Aux Bldg 735'6 E Central AXLB 735 Missing bolt near hanger Yes cR 2012-14047 (Initiated on 9t13t12)Pipe Penetration C SFGB 722Corrosion on nuts on valve TV-ICC-1IOF2 Yes cR2012-13970 (Initiated on 9tr2tr2)As illustrated in Table 6-6, some of the condition reports issued will not require a LicensingBasis Evaluation since the findings were subsequently resolved. These situations are described briefly below. o Security barrier near PT-ICV-1018 During the area walk-bys, SWEs identified a security shield barrier near a pressure transmitter (PT-1CV-1018) at elevation 722' in the Pipe Penetration C Room located in the SafeguardsBuilding. This situation presented a potential seismic interaction concern due to the proximity ofthe barrier with respect to the pressure transmitter. The Security Shift Supervisor was contacted and immediate action was taken to move the barrier away from the pressure transmitter and be relocated to a safer location. No further action was required. (Ref. CR 2012-14020) o Surface conosian for valve IAC-150 While performing the area walk-by for the Pipe Penetration C Room, it was observed that Valve IAC-150 presented mild corrosion on the valve body. Immediate action was taken and theengineering supervisor was notified about the condition observed. Notification No. 600785632was issued in order to clean and paint the corresponding valve. No further action was requiredsince it was judged that the corrosive state will not affect the valve's intended design function.(Ref. CR 2012-13971\ Figure 6-1: Surface corrosion for valve 1AC-150 297 o Old d.eftciency tags idenffiedDuring the area walk-bys, it was observed that deficiency tags have been in place for variouscomponents for an extended period of time apparently, without assessment of the condition. Condition reports CR-2012-13972 and CR-2012-13974 address the specific components wherethese tags were indentified. The SWT proceeded to initiate notification Nos. 600785633 and 600785694 in order to perform the work needed to assess the situation. The SWE's concludedthat the deficiencies identified will not affect the component's intended design functions.Figure 6-2: Corroded valves with old deficiency tags.CR-2012-I3972 issued to address these conditions 298

6.3 CoNnTcURATIon

CHBcrsThe SWELL 1+2 included 76 items, which were not in-line components such as valves. The process of verifying the anchorage configuration focused on 39 SWEL components arbitrarily selected prior to walkdown proceedings (this is 5lVo of the SWEL items with anchorage configurations). Appendix D provides a list of the 39 components comprising the anchorage configuration list linked with the specific references used for verification purposes; i.e., 446/WEEE Calculations, design drawings, etc. The anchorage configuration for each of the 39 SWEL components listed in Appendix D was verified based on A46IIPEEE Calculations and Plant Design documentation. SWEs referred todesign drawings as the main reference for anchorage verification whenever it was possible to have a complete field inspection of the anchorage. The design drawings were uploaded onto electronic tablets 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 A46lLPEEE Calculations to ensure that the configurationwas 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/calculations in all 38 instances.

7.0 LICENSING

BASIS EVALUATION LtcBrrrsrNc Bnsrs EvlluarroN PnnsoNNBLThe licensing basis evaluations for the condition reports generated during the Seismtc

2.3 walkdowns

were exclusively performed by the structural personnel from Beaver Valley Site Design Engineering organrzation as they were the most knowledgeable on the plant's design and licensing basis requirements.

7.2 SulruaRy

oF LrcnNsrNG Blsrs EvnluarroN PBnronnnnoNine condition reports (CR) were generated as a result of these walkdowns. The following is a list of the condition reports written as a result of the walkdowns CR-2012-I3969, CR-2012-13970, CR-2012-13971, CR-2012-13972, CR-2012-13974, CR-2012-14020, CR-2012-14047, 7.1 CR-2012-1432I, and CR-2012-14347. The following summarizes the condition and resolution to the condition reports written as a result of the walkdowns. cR-2012-t3969It was observed that two out of eight nuts for the bolts anchoring the Pump WR-P-IC to the floorare coffoded. This pump is located inside the intake structure at elevation 705' Cubicle C. 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 side by side. No calculations or drawings are affected sincethe nuts are able to perform the intended function.Initiated Notification No. 600785650 to replace the nuts under work order 200530167. cR-2012-13970It was observed that two out of twelve nuts for the bolts for Component TV-lCC-l10F2 arecorroded. This component is located inside Safeguard Building at elevation 722' in Pipe Penetration C Room.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 engineering judgment. The two corroded nuts are located next to each other. No calculations or drawings are affected since they are able to perform the intended function. Initiated Notification No. 600785631 to replace the nuts underwork order 200530160. cR-2012-t3971 It was observed that Valve lAC-150 has mild corrosion deposited on the valve body. Thiscomponent is located inside Safeguard Building at elevation 722' in Pipe Penetration C Room.Observation concluded that there is only surface corrosion on the valve body and it is capable to perform its intended design function based on engineering judgment. No calculations or drawings are affected since the valve only has surface coffosion and it is able to perform thedesign basis function. Initiated Notification 600785632 to clean the corroded areas under work order 200530161. 300 cR-2012-t3972It was observed that at elevation 735' in Safeguard Building Quench Spray Room, deficient tagshave been in place on various components for extended duration which have not been addressedin a timely fashion. Specifically, following anomalies have been noted: 1.2.3.Component 1AC-310: Inadequate thread engagement on packing studs and rust on the valve (Ref Tag ID 60734). 112 tlueads lacking engagement in one stud.Component TV-1CC-I23-2: Mild corrosion on the component Component 1AC-305: Mild corrosion on the component Observation concluded that the anomalies noted above are such that the components are stillcapable to perform their intended design basis function based on engineering judgment. Mildcorrosion does not affect calculations or drawings, and thread is still engaged on the othercomponent so design basis is not affected. Initiated Notification Nos. 600785633,600786401 and 600786402 to perform the work under work orders 200530 1

62. 20053066 1.

and 200530662. cR-2012-13914 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that at elevation 747' in Safeguard Building Valve Garden, a deficient tag has been in place on the following component since 2003. Ref: Tag ID 45508Component MOV-15I-8648 (Local Valve Indication Pin sheared offl. The local valveindication pin is not required by design basis, and therefore does not violate the design basis documents. Initiated Notification No. 600785694 to replace the indication pin and close the deficiency tagunder work order 200015114. cR-2012-14020It was observed that a Security Shield Barrier was located too close to SR Component PT-1CV-1018 at El. 722' Unit-1 Safeguard Building in Pipe Penetration C Room. This posed a seismic interaction concern that during a seismic event it had a potential to hit the pressure transmitter and potentially make the component not performing its intended design function.301 The security shift supervisor has been contacted and the shield was moved to a safer location. There is no infringement on the design basis. cR-2012-r4047 While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that Pipe Support H-70 has a missing anchor bolt. One of the six anchor bolts is missing.A review of calculation for Pipe Support H-70 was performed (Ref: Calculation 13387.02-5 (B)-24CC2-B), and it concluded that the base plate was qualified with a five bolt configuration. The missing bolt was noted. Therefore this is only a configuration issue and not a plant operability concern as the support design is in full compliance with the design basis requirements. Initiated Notification No. 600785698 to update drawings and install a placard on the support noting that it has been analyzed. Work to be done under work order 200530170. cR-2012 -1432t While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed thatthere is a potential of seismic interaction between the Switch Board DC-SWBDI-2 and Battery Charger BAT-CHGI-? as they are not connected to each other. These components are locatedside by side with zero gaps in between them. During a seismic event, there is a potential for these components to bang against each other and cause chatter of relays inside the battery charger.These components are located inside DF Switchgear Room at El 713' in U- 1 Service Building.This does not violate the design basis documents. cR-2012-r4347 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-l Plant during the week of September 10,2012.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. Additionally, an administrative CR (CR-2012-14210) was written whichis not reflected in the matrix as it is not associated with any hardware concerns. Because there are no new issues identified in this CR, there is no affect on the design basis.

8.0 IPEEE

VULNERABILITIES There were no seismic vulnerabilities identified in the IPEEE submittal for Beaver Valley units 1or 2. This was reco gnized by the NRC in NUREG-1437 Supplement 36 "Generic Environmental Impact Statement for License Renewal of Nuclear Plants, Supplement 36, Regarding BeaverValley Power Station Units I and 2" . Page G20 and 21 states "The NRC staff also notes that the use of the integrated PSA to facilitate identification of SAMAs for external events, the prior implementation of plant modifications for seismic and fire events, and the absence of external event vulnerabilities ensure that the search for external event SAMAs was reasonably comprehensive."Several submittals to the NRC covered A46 enhancements as well as IPEEE enhancements, but none are classified as vulnerabilities. Appendix F is a compilation of the A46 outliers and their resolutions. The original SWEL incorporated these enhancements into the column marked"screen 4e- A46 outliers/ IPEEE vulnerabilities" Approximately 40 enhancements were on the full SWEL list and of those, 10 were included in the SSCs that were walked down. The remaining components are apart of the NTTF task 2.1, Seismic PRA project and included ascomponents in the PRA model.9.0 9.1 PEER RBVIEW Ror,B oF PEER REvIEwER The peer reviewers consisted of Mohammed Alvi (Lead) and John Reddington. Both of theseengineers have a structural background with more than 25 years of experience in the nuclearindustry. Both have a degree in structural engineering, are SQUG qualified and have completed the EPRI Seismic 2.3 training.The peer review was performed in accordance with the EPRI Document 1025286 and the peer reviewers remained independent and were not involved in any preparation or performing any activities outside of what is required by EPRI 1025286 for peer reviewers. The peer review firststarted with the review of SWEL 1 and 2 to ensure that the guidance of the EPRI document was followed, e.9., Screens 1,2,3 and4, etc. This was confirmed by reviewing the Excel spreadsheet prepared for the development of SWEL I and SWEL

2. Confirmation was made whether the components selected represented various types of systems, major new or replacement equipment, a variety of types of equipment in a variety of environments, whether they represent the five safety functions, and if any equipment was enhanced due to vulnerabilities identified during the IPEEE program. Both the peer reviewers concluded that the SWEL lists were completed inaccordance with the EPRI document.Next in the process, the peer reviewers accompanied the walkdown engineers in sample walkdowns.

During sample walkdowns, the peer reviewers observed how the walkdownengineers conducted their work, interviewed them about their knowledge of walkdown guidance, and noted any issues that were not identified by the walkdown team.Once the walkdowns were completed on any given day, the peer reviewers participated in thedaily end of the day debrief meetings. At these meetings, the peer reviewers observed thediscussions among the walkdown team members where decisions were made for any issue that required the initiation of a condition report or for the basis to not initiate a condition report.Basically the peer reviewers reviewed the decisions for entering or not entering the potentially adverse conditions in the corrective action process.After the walkdown checklists were signed off by the two walkdown engineers, the peerreviewers reviewed l00%o of the checklists and commented on the contents of the checklists, even though the the EPRI guidance calls for review of only sample of the checklists. The peer reviewers verified that their comments were successfully resolved/implemented. The peer review activities were performed during implementation of the walkdown program in parallel rather than at the end of the process until the work was completed. Finally the peer reviewers summarized the results of their review, reviewed the contents of the submittal report and signed the report.9.2 SuuunRy oF Pnnn Rnvrnw Pnocnss A peer review of the Submittal Report for the Near Term Task Force NTTF Recommendation 2.3 "Seismic Walkdowns'o was performed using the guidance provided in Section 6 of EPRIDocument 1025286, "seismic Walkdown Guidance." Following are the peer reviewers for the Beaver Valley Power Station Unit- I : Mohammed Alvi (Team Leader)John Reddington o o 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 o Review the Licensing Basis Evaluations. Review the decisions for entering the potentially adverse conditions into the CorrectiveAction Program (CAP).Review the submittal report Summarize the results of the peer review process in the submittal report a o A. 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 F of this document which is enclosed. Also, an ex-Senior Reactor Operator (SRO) from the BeaverValley Power Station, Unit-1 acted as Operations representative during the selection of the SWEL.Appropriate figures 1-1 ,I-Z and 1-3 of the EPRI Document 1025286 were used and the final SWEL 1 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 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 1 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 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 itemsthat collectively included variations within all the attributes stated in the paragraph above.SWEL 1 for the Beaver Valley Power Station, Unit-l included 113 components. The peer review also confirmed that the station used the following EPRI screens in the development of SWEL 2:Screen l: Seismic Category IScreen 2: Equipment or System Screen 3: Sample Considerations Screen 4: Rapid Drain-Down Similar process was used in the development of SWEL 2 as for SWEL 1. SWEL 2 for the BeaverValley Power Station, Unit-l included 8 components.Conclusion: No major concerns were identified by the peer review team in the selection processfor SWEL I or SWEL 2. Peer Review Ghecklist for SWELInstructions 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.l. Were the five safety functions adequately represented in the SWEL 1 selection? Y XNt]See Attached Comments2. Does SWEL 1 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 Comments v XNN v XNN v XNN Y XNNe. Equipment enhanced based on the findings of the IPEEE (or equivalent) program? Y XNnSee Attached Comments f. Were risk insights considered in the development of SWEL 1?v XNI See Attached Comments 308 Peer Review Ghecklist 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 Comments Y xNn Y xNn4. Provide any other comments related to the peer review of the SWELs.See Attached Comments 5. Have all peer review conrlne{rb been adequately addressed in ihe fmal SWEL?YENN t rrr Peer Dae: lo-\g_lz_PeerReviewer#2:. fu*@ Dah;//'te[r8fi2 Peer Review Checklist for SWELComments on Ouestion 1: A peer review of the SWEL selected for the Beaver Valley Power Station, Unit- 1 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 components represent are well associated with the five safety functions that are as follows:A. Reactor Reactivity Control B. Reactor Coolant Pressure ControlC. Reactor Coolant Inventory Control D. Decay Heat Removal E. Containment Function The selected components represent the five safety functions stated above. A spreadsheet (Table4-I) was prepared that documents this information. Comments on Ouestion 2a: The selected components represent various types of systems in the plant as indicated below: Primary Plant Component Cooling Water 4.16KV AC Power l25V DC Power High Head Safety Injection Emergency Boration System Auxiliary Feedwater System Pressurizer Reactor Coolant Pumps 120V AC Power Main Feed Water River Water System 480V AC Power Quench Spray SystemLow Head Safety Injection Pumps and Suction Instrument Air System Steam Generator Steam Relief Svstem Residual Heat Removal Recirculation Spray System High Pressure Makeup Supporting Systems Containment Isolation System A.B.C.D. E.F.G.H.I.J.K.L.M.N.o.P.a.R.S.T.3r0 U. Heating Ventilating and Air Conditioning SystemV. Emergency Diesel generators W. Engineered Safety Features Actuation System X. Reactor Protection System Comments on Ouestion 2b: The selected components represent many new and replacement equipment based on thefollowing modifications

A. ECP Il-0I57-001: Fused Test Jack InstallationB. ECP 11-0157-002: Fused Test Jack InstallationC. ECP 08-0033-001: Replacement of Inverter and Static Switch for BV-1 Vital BusD. DCP 2422: Mounting ChangeE. ECP 02-0063: Inverter ReplacedF. ECP 02-0283, ECP 06-005 and ECP 03-0428: Replaced Circuit BreakersG. ECP 12-0243-001: Replace Thermal OverloadH. ECP 10-0353-001:

Valve Replacement I. ECP 07 -0203: Strainer ReplacedJ. ECP 02-0258-001: Coupling Retrofit ModificationK. ECP 02-0258-002: Piping Modification L. ECP 08-0401-004: Replaced, Reactor Coolant Gas Vent System Valve UpgradeM. ECP 08-0134-001 and 002: Reclosing Reactor Trip BreakerN. ECP 03-0575 and ECP 04-0403: Replaced ModulesO. ECP A2-0076: Replaced Station Battery ChargerP. DCP- 17 4l and DCP -24L6: Replaced Level Transmitter

a. DCP-2424:

Replaced River Plant Water Pump Comments on Ouestion 2c: The peer review concluded that the selected components represent various type of equipment installed in the plant. The various equipment types are indicated as follows: A. Tanks and Heat Exchangers B. Low Voltage Switchgear and Breaker PanelsC. Medium Voltage Metal Clad SwitchgearD. Battery Racks E. Battery Chargers and Inverters 311 F. Horizontal Pumps G. Distribution Panels and Automatic Transfer Switches H. Engine Generators I. Pneumatic Operated ValvesJ. Check and Manual ValvesK. Instrument on RacksL. Motor Control CentersM. Motor Operated ValvesN. Solenoid ValvesO. Vertical PumpsP. Instrument and Control Panels

a. TransformersR. FansS. Temperature Sensors T. Air HandlersComments 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. DryF. Dry/Wet G. Warm/Cool Comments on Question 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 Ouestion 3a: 312 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 t025286,"Seismic Walkdown Guidance." Also, an ex-SRO from the Beaver Valley Power Station, Unit-lacted 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-BvsEPRI Document 1025286 on Seismic Walkdown Guidance required a review 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 meeting the 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 313 engineering 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 4 of the EPRI Document o'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 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 L025286 and no major issues were identified. A11comments were successfully resolved. Adequate documentation has been provided in thechecklists for the components that were walked down.C. Review of the Licensing Basis EvaluationsThe walkdowns identified several minor anomalies; however eight of them resulted in generatingcondition reports as follows: cR-2012-13969, CR-2012-13970, CR-2012-13971, CR-2012-13972, CR-2012-13974, CR-2012-14020, CR-2012-I4047, and CR-2012-14321. The following summarizes the condition and resolution to the condition reports written as a result of the walkdowns. However, a ninth CR was written to capture all the issues identified above in one roll up condition report (CR-20 I 2-14347).

1. CR-20I2-13969 (Initiated on 9ll2ll2)It was observed that two out of eight nuts for the bolts anchoring the Pump WR-P-IC to the floorare coffoded.

This pump is located inside the intake structure at elevation 105' Cubicle C. 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. The two nuts are located side by side. No calculations or drawings are affected sincethe nuts are able to perform the intended function.3r4 Initiated Notification No. 600785650 to replace the nuts under work order 200530167.2. CR-2012-13970 (Initiated on 9ll2ll2) It was observed that two out of twelve nuts for the bolts for Component TV-1CC-110F2 arecorroded. This component is located inside Safeguard Building at elevation 722' in Pipe Penetration C Room.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 corroded nuts are located next to each other. No calculations or drawings are affected since they are able to perform the intended function.Initiated Notification No. 600785631 to replace the nuts under work order 200530160.3. CR-2012-13971 (Initiated on 9ll2lI2)It was observed that Valve lAC-150 has mild corrosion deposited on the valve body. Thiscomponent is located inside Safeguard Building at elevation 722' in Pipe Penetration C Room.Observation concluded that there is only surface corrosion on the valve body and it is capable to perform its intended design function based on engineering judgment. No calculations or drawings are affected since the valve only has surface corrosion and it is able to perform the design basis function. Initiated Notification 600785632 to clean the corroded areas under work order 200530161.

4. CR-20 12-1397 2 (Initiated on 9l I2l 12)It was observed that at elevation 735' in Safeguard Building Quench Spray Room, deficient tags have been in place on various components for extended duration which have not been addressed in a timely fashion. Specifically, following anomalies have been noted: A.B.C.Component 1AC-310: Inadequate thread engagement on packing studs and rust on the valve (Ref Tag ID 60734). ll2 threads lacking engagement in one stud.

Component TV- 1CC- 123-2: Mild corrosion on the component Component 1AC-305: Mild corrosion on the component Observation concluded that the anomalies noted above are such that the components are still capable to perform their intended design basis function based on engineering judgment. Mild corrosion does not affect calculations or drawings, and existing thread engagement was acceptable such that design basis is not affected. Initiated Notification Nos. 600785633, 600786401 and 60A786402 to perform the work under work orders 2005301 62. 200530661, and 200530662.5. CR-20 12-1397 4 (Initiated on 9 l l2l 12)While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that at elevation 747' in Safeguard Building Valve Garden, a deficient tag has been in place on the following component since 2003. Ref: Tag ID 45508 Component MOV-15I-8648 (Local Valve Indication Pin sheared offl. The local valveindication pin is not required by design basis, and therefore does not violate the design basis requirements. Initiated Notification No. 600785694to replace the indication pin and close the deficiency tag under work order 2000L5114.6. CR-20t2-14020 (Initiated on 9ll3ll2)It was observed that a Security Shield Barrier was located too close to SR Component PT-1CV-1018 at El. 722'Unit-1 Safeguard Building in Pipe Penetration C Room. This posed a seismic interaction concern that during a seismic event it had a potential to hit the pressure transmitter and potentially make the component not performing its intended design function.The security shift supervisor has been contacted and the shield was moved to a safer location. There is no infringement on the design basis.7. CR-2012-14047 (Initiated on 9ll3lI2)While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed that Pipe Support H-70 has a missing anchor bolt. One of the six anchor bolts is missing.A review of calculation for Pipe Support H-70 was performed (Ref: Calculation 13387 .02-S (B)-24CC2-B), and it concluded that the base plate was qualified with five bolts configuration andthe missing bolt was noted. Therefore this is only a configuration issue and not a plant 316 operability concern as the support design is in full compliance with the design basis requirements. Initiated Notification No. 600785698 to update drawings and install a placard on the support noting that it has been analyzed. Work to be done under work order 200530170.

8. CR-2012-14321 (Initiated on 9ll8ll2)

While performing seismic walkdowns per NRC Letter 50.54f Section 2.3, it was observed thatthere is a potential of seismic interaction between the Switch Board DC-SWBDI -2 and BatteryCharger BAT-CHGI-} as they are not connected to each other. These components are located side by side with zero gaps in between them. During a seismic event, there is a potential for these components to bang against each other and cause chatter of relays inside the battery charger. These components are located inside DF Switchgear Room at El 713' in U- 1 Service Building.This does not violate the design basis documents.

== 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 enterins the potentiallv adverse conditions into the CAP ProcessSection 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 discussesseismic

walkdown findings associated with area walk-bys. The potentially adverse conditions were documented in Tables 6-5 and 6-6 in accordance with EPRI Document 1025286 and titled as "Potentially Adverse Seismic Conditions ldentified from Component and Area Walk-Bys." Table 6-5 identified six potentially adverse seismic conditions, which resulted in generating one condition report. Adequate justification is documented in the checklists that provide the basis as why the remaining issues had insignificant impact on the design of the components and that the components are still capable of performing their intended design function while still meeting the design basis requirements. Table 6-6 identified ten potentially adverse seismic conditions. Seven of these conditions were entered in the corrective action program (CAP). Again, adequate justification is documented in 3t7 the checklists that provide the basis as to why the remaining issues had insignificant impact onthe design of the surrounding components and that the components are still capable of performing their intended design function while still meeting the design basis requirements.A review of the basis documented in the checklists for not entering these issues in the CAP concluded the decisions taken were appropriate.Conclusion: The peer reviewers agree with the decisions taken for entering or not entering the identified potentially seismic 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 processConclusion: The selected samples (SWEL 1 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, anddiscussed issues while remaining independent. The Seismic Walkdown Checklists (SWCs) and Area Walk-by Checklists (AWCs) were adequately prepared and the basis for justifications appropriately documented. The decisions taken to enter the findings or not to enter the findings into the CAP were appropriate. Also, the resolution of the issues (License Basis Evaluations) identified in the condition reports was adequate. 318 1O.O REFBRENCES

1. NRC letter 50.54(0, March 17

,2012.2.3.4.5.6.EPRI L025286, "seismic Walkdown Guidance for Resolution of Fukushima Near-TermTask Force Recommendation 2.3: Seismic," Final, June 2012."Beaver Valley Unit 1 Probabilistic Risk Assessment, Individual Plants Examination ofExternal Events", Submitted June 30, 1995 in response to U.S. Nuclear RegulatoryCommission Generic Letter 88-20 Supplement 4, Duquesne Light Company."Beaver Valley Power Station, Unit No. I and No. 2,BY-1 Docket No. 50-334, LicenseNo. DPR-66, BV-2 Docket No. 50-412, License No. NPF-73, Response to NRC requestfor Additional Information Regarding Unresolved safety Issue A-46 (TAC No. M69428),letter from Sushil C. Jain to U.S. Nuclear Regulatory Commission dated May 16, 1997."Completion Report for Generic lrtter 8l-02, USI A-46 Program",Letter from T. S.Cosgrove and M. P. Pearson to L.W. Myers dated July 20,20A0, ND1NSM:9113. First Energy Operating Company, Beaver Valley Power Station, Plant Services Department, Licensing Section, Unit 1."Beaver Valley Power Station Unit 1, Spent Fuel Pool Cooling Trouble", Abnormal Operating procedure 1OM-53C.4.I.20.1, Revision 1, November 16, 20ll.l. "Beaver Valley Power Station Unit 1, Updated Final Safety Analysis Report"Revision 24. Section 9.5.3.1.

8. "Beaver Valley Power Station Unit 1: Probabilistic Risk Assessment Update Report", Issue 5, December 31, 2010, First Energy Nuclear Operating Company.9. RG 1.29, Rev.

3, "Seismic Design Classification." 10. RG 1.60, Rev. 1, "Design Response Spectra for Seismic Design of Nuclear Power Plants."1 1 . RG 1.61, "Damping Values for Seismic Design of Nuclear Power Plants." 12. IEEE 344-197I, "IEEE Guide for Seismic Qualification of Class lE Equipment forNuclear Power Generating Stations." 13. ASME Boiler and Pressure Vessel Code Section III 1974 including Winter Addendar97 5.}}

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