Text

Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report Revision 1
	ML13340A158
Person / Time
Site:	Davis Besse
Issue date:	10/09/2013
From:	Beigi F, Guerra E, Helffrich A, Lucarelli B, Reddington J, Wakefield D; ABS Consulting, FirstEnergy Nuclear Operating Co
To:	; Office of Nuclear Reactor Regulation
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ML13340A277	List: L-13-358, Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report Revision 1, Appendix B (2 of 2); ML13340A147; ML13340A155; ML13340A156; ML13340A157; ML13340A158; ML13340A159; ML13340A160; ML13340A162; ML13340A163;
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{{#Wiki_filter:Davis-Bes$e Nuclear Pawer $tation Near-Terun Task Force Recommendation 2.3 $eismic Ulfalkdown Report Revision { October 9, 2g1g Prepared by: A9r"rr, tr,tdoJn/) iiiils) Reviewed by: Approved by: Notos:

1. Sections 1,3,4,5,6, and 10 have been prepared byABS Consulting.

$ec-tions 2,7,8, and I have been prepared by FENOC.

2. The review and approvalof thls document by FENOC personnel constitutes the owner acceptance of work perfonned byABS Consulting.

FirstEnergy Nuclear Operating Company {FENOC} 7ry__ Adam Helffrlcfr (ABS Consulting)

Revision Change Summary The purpose of the revision (Revision 1) to this report is to resolve and address the issues that have been identified during NRC assessments preformed on the industry Seismic 2.3 effort. Specifically this revision addresses issues identified at Beaver Valley by a self assessment and NRC audit conducted in July 2013. Revision Change Page Affected Provided list of codes and standards for category 1 SSCs in Section 2.0 1,2 Clarified the role of peer reviewer (John Reddington) in Section 3.0 2 ldentified the walkdown team members and clarify the role of a senior engineer (Farzin Beigi) as the mentor, in Section 3.0 2 Updated reference numbers in Sections 4.0, 4.1, and 4.2 3-8 Provided additional information on SWEL review in Section 4.1 3,6 Clarified the process used on decisions taken as to when a CR was written or not written, in Section 5.2 - 5.4 r48, r49 Updated Tables 6-5 to include date CRs were initiated, in Sections 6.2.2 162, 163 Provided additional information on licensing basis evaluations in Section 7.1 165 Updated Section 7.2to include date CRs were initiated. 165. 166 Updated Section 8.0 to clarify IPEEE Vulnerabilities t66 Provided additional information on the Role of Peer Reviewer in Section 9.1 166. 167 Added date CRs were initiated in Section 9.2, part C lt7 Updated Resumes (Eddie Guerra, Adam Helffrich) Appendix A

Table of Contents Seismic Walkdown Findings......... 157 Area Walk-By Findings 161 6.3 Configuration Checks 165 7.0 LICENSING BASIS EVALUATION..o.....oo...........o..........o..................o.........o...o...."155 7.I Licensing Basis Evaluation Personnel .. 165 7.2 Summary of Licensing Basis Evaluation Performed ...'.... 165 8.0 IPEEE VULNERABILITIES ..o..r..o..o...o..o..o......o........o..o...........o........oo.o......o......" """'166 9. 0 P E E R REV IE W....o..o...o.o o.o......r.......r.o..oo..o..o..o.....o...o.......o.....o..o...o..o..""""t""tr 'o"o""tttl55 g.l Role of Peer Reviewer........... ' 166 9.2 Summary of Peer Review Process ....-.... 167 1, 0. 0 R E F E RE NCE S.........o..o..o...r..........o.........r....or.o..o..o......o.oo.o..o.....r...o....o..o..o"oi"o"o"o" ttttt1,7 9 6.2.1 6.2.2

List of Tables Table 4-L: Base List 1 - The Equipment Coming Out of Screen #3 and Entering Scregn #4, for Five Safety Functiolls..............o.....o..o..o..........o...........o..r...o................... Table 4-22 SWEL L - Selected Equipment for Five Safety FunctiofIs..................0.........1 Table 4-3: List of Equipment Enhanced due to Vulnerabilities Identified During the A-46IPEEE ProgramS...........o..o..........o.....oo.o.....o..o...........o..o..o...........o........................140 Table 4-4: Basg List 2 -List of All SSCs for Spent Fuel Pool....o...o..o....o..o..or..o...oe .....'....144 Table 4-5: SWEL 2 (Spent Fuel Pool)....o..o...o.........o..o..or.o..oo.o..o..............o..o........o...o..o...o.. ...L46 Tablg 6-1: Davis-Besse NTTF 2.3 Walkdown Items (SWEL 1+2)........o..o..oo.....o...o.........150 Table 6-2: Davis-Besse NTTF 2.3 Walk-By Argas...o..o...o....o..o..o..o........o..r..o..........o..........15 Table 5-3: Davis-Besse NTTF 2.3 Inaccgssiblg Items on SWEL...........o......o..................1-55 Table 5-3a: Davis-Besse NTTF 2.3 Cabingts to be Opened.......o..oo..o..o........o..oo.......e.......155 Table 6-4: Davis-Besse NTTF 2.3 Components Categofizedby EPRI C1asses............156 Table 6-5: Potentially Adverse Seismic Conditions Identified from Area Walk-ByS.........o.r..r.............o......o...o..o.....r.....r...o..o.......o..r...o..o..............o...............162 List of Figures Figure 2-1: SSE Response Spectrum......oo.o...o......o..o...........o.....o........o..o..o..o..oo.o...o...o..r...........1 FigUre 6-1: Unprotected Fluorescent Light Tubes..o..o........oo.o..o........................................1-58 Figure 6-2: Wooden Scaffold in Battery Room 4298........o..o..o.....oo..o...,..........o...o......-..-..L59 Figure 6-3: Missing Nuts along Coolgr Fan Housin$.........................o......,....o...r....r.o..-...L60 Figure 5-4: Support Conditions for Component C51.530o.......o......o..o..oo.o.....o..................1.61 Figure 6-5: Typical Wall Mounting for Fire Extinguishers.o........o.....o........r...o......o.... ....!64 FigUre 6-6: Unrestraingd Maintenance Equipmflt..........o..o..o..o..o........o..o..o...o..... ...........164 List of Appendices A. RESUMES AND QUALIFICATIONS B. SEISMIC WALKDOWN CHECKLISTS (SWCs) C. AREA WAIK-BY CHECKLISTS (AWCs) D. COMPONENT LIST FOR ANCHORAGE CONFIGURATION CHECK E. MASONRY BLOCK WALLS VERIFIED UNDER IE BULLETIN 80-1.1 F. DAVIS-BESSE DESIGN CRITERIA MANUAT G. DAVIS-BESSE A-46fiPEEE VULNERABILITIES

List of Acronyms AWC BWST COLA DB DHR EPRI FENOC GIP IPEEE LERF LOCA MCC MWO NPP NSSS NTTF PRA PWR RAW SEL SQUG SRO SSC SWC SWE SWEL Area Walk-By Checklist Borated Water Storage Tank Combined Construction and Operating License Applications Davis-Besse Nuclear Power Station Decay Heat Removal Electric Power Research Institute FirstEnergy Nuclear Operating Company Generic Implementation Procedure Individual Plant Examination of External Events Large Early Release Frequency Loss of Coolant Accident Motor Control Center Maintenance Work Order Nuclear Power Plant Nuclear Steam Supply System Near-Term Task Force Probabilistic Risk Assessment Pressurized Water Reactor Risk Achievement Worth Seismic Equipment List Seismic Qualification Utility Group Senior Reactor Operator Structures, Systems, and Components Seismic Walkdown Checklist Seismic Walkdown Engineer Seismic Walkdown Equipment List

1.0 INTRODUCTION

This Report presents the results of the Seismic Walkdown conducted for the Davis-Besse Nuclear Power Station (DB) in support of FirstEnergy Nuclear Operating Company's (FENOC) response to NTTF Recommendation 2.3 in NRC 50.54(0 l-etter, dated March 12, 2012. Consistent with the guidelines in Electric Power Research Institute (EPRI) Report 1025286, " seismic Walkdown Guidance fo, Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic," the walkdown implements the procedure described in Section 5.0 of this report. 2.0 SBISMIC LICENSING BASIS The seismic licensing basis is contained in the Updated Safety Analysis Report and implemented through the "Davis-Besse Design Criteria Manual." Section II.E "Seismic Design" of the "Davis-Besse Design Criteria Manual" is attached to this report in Appendix F. In summary, the maximum possible earthquake or Safe Shutdown Earthquake is a horizontal peak ground acceleration of 0.159 (zero period acceleration). An example of the 0.159 SSE atSVo damping is given in figure 2-1. 0.7 0.6 0.5 0.4 0.3 0.2 0.1 Davis-Besse SSE Spectra (5% Dampine) FIuo c.9 Po Lg o L'(J Figure 2-1: The SSE response spectrum for Davis-Besse is created based on Table 2C.3'6 of Davis-Besse FSAR Codes and Standards used for the design of Davis-Besse Structures, Systems and Components: ACI 318-63 Building Code Requirements for Reinforced Concrete o AISC 6th Edition. Manual of Steel Construction

o ASME Section III I9l1 Edition ANSI 831.1 Power Piping Code 1967 Edition o IEEE 344-197 L and IPEEE 344-197 5 "IEEE Guide for Seismic Qualification of Class lE Equipment for Nuclear Power Generating Plants" 3.0 PERSONNEL QUALIFICATIONS The following personnel worked together to formulate the list of selected equipment for the Davis-Besse Nuclear Power Plant NTTF Recommendation 2.3 Seismic Walkdown: o D. Wakefield o F. Beigi o J. Reddington (Ops Review) The ABS Consulting Walkdown Team for the DB 2.3 Seismic Walkdown consisted of the following individuals : o F. Beigi E. Guerra o A. Helffrich o B. Lucarelli Mr. Guerra, Mr. Helffrich, and Mr. Lucarelli served as the qualified SWEs and performed all the duties as specified in the EPRI walkdown guidance, EPRI 1025286. In addition to the three qualified engineers, Mr. Beigi served as a structural mentor and provided overall support to the walkdown team 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 DB Licensing Basis and of the DB Individual Plant Examination External Events (IPEEE), and M. Alvi served as the peer reviewer for this effort and was assisted by T. Ridlon. All of these individuals possess technical degrees from accredited universities and have been trained in the application of seismic experience data for seismic verification of nuclear power plant (NPP) structures, systems, and components (SSC). In addition to completion of the

NTTF 2.3 training provided by EPRI, five of these individuals (J. Reddington, M. Alvi, F. Beigi, E. Guerra, and A. Helffrich) have also completed the EPRI Seismic Qualification Utility Group (SQUG) training. Resumes and certificates of the walkdown team members are presented in Appendix A of this report. All of the individuals have experience in earthquake engineering and seismic analysis. This experience relates to seismic qualification of equipment and seismic evaluations supporting recent Combined Construction and Operating License Applications (COLA). Additionally, the team collectively represents previous NPP walkdowns experience associated with the A-46 program, IPEEE, and recent Fukushima related stress tests for plants outside the United States. Based on their knowledge of plant documentation, associated SSCs, equipment classes, and the previous DB IPEEE evaluation, these individuals also supported equipment selection, walkdown planning, equipment location determination, and selection of walk-by areas for the DB 2.3 Seismic Walkdown. 4.0 SELECTION OF SSCs Consistent with the guidance in EPRI 1025286, o'seismic Walkdown Guidance," (Reference 4) dated May 2012, The process of selecting the SSCs for inclusion of the Seismic Walkdown Equipment List (SWEL) 1 and SWEL 2 in support of the walkdown began with the creation of larger lists. The development of the list for SWEL 1 is presented first in Section 4.1 and it is followed by that for SWEL 2 in Section 4.2. 4.1 DnvnropMENT oF THE SWEL 1 Lrsr (Rnu,rED To Knv Slrnrv FuNcuoNS) The process described in the EPRI Guidance document (Reference 4) was followed for selecting the SSCs. The EPRI guidance document under the sub-title "Previous equipment List" (Reference 4) 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 TPEEE list for Davis-Besse does include SSCs for the five required safety functions so use of the IPEEE list as a starting point satisfies the intent of the EPRI guidance. However, for completeness, it was decided to also include SSCs from the current PRA model which also lists SSCs for these five safety functions. ABS Consulting has assisted FENOC in developing a seismic equipment list (SEL) for use in a seismic probabilistic risk assessment (PRA) for Davis-Besse. An existing internal PRA model is often a prerequisite to developing such a seismic PRA. For example, the PRA modeling logic

for non-seismic events was used as a starting point for the seismic PRA plant response model. It was therefore decided, to combine the lists of SSCs from both the currently available Davis-Besse internal events PRA (i.e., model PRA-DB1-AL-R05) and the Davis-Besse IPEEE SEL list of SSCs (Reference 6). Duplicate SSCs, caused by (1) overlap between the two lists and (2) because the PRA contains basic events for each failure mode of the SSC, were removed. Information about the original source of the remaining SSCs was retained. In short, we have gone beyond the requirements in the EPRI walkdown guidance document in preparing the SSC SEL list. However, during SSC sampling in preparation for the walkdown, selections were generally made preferentially from the IPEEE lists of SSCs. This is because the design packages were more likely to be available for these SSCs, so that advantage could be taken of the earlier design review work. SSCs from other sources, that would be useful for PRA purposes, were also chosen but did not appear on either source list. For example, panels to be represented in the still evolving internal fire PRA and tanks represented in the PRA for internal floods were also reviewed. 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 (Referen ce 4) were also reviewed for completeness. Some SSCs were added as a result of this review. The list of SSCs, evaluated in the original Diablo Canyon seismic PRA, was also reviewed as a comparison with another pressurized water reactor (PWR), for completeness. Parts of the emergency diesel generator system were considered as additional SSCs so as to avoid excessive screening using the rule of the box. Nuclear steam supply system (NSSS) related SSCs were added to the complete list, though they are not required for this application. Also excluded are the supports for this equipment along with all the components mounted in or on this NSSS equipment. Category I 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 systems loss of coolant accident (ISLOCA) frequencies. These SSCs were flagged as important to the containment safety function; i.e., they are involved in the computation of large early release frequency (LERF).

Additionally, new equipment, added to the plant since the perfoffnance of the IPEEE and the last Davis-Besse internal events PRA update are noted in a separate column of the developed lists. Once the initial list of SSCs was developed, it was first screened to retain only seismic category 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: o Equipment ID o Brief SSC Description SSC location - by building, elevation, and plant room number The room environment in where the SSC is located; including radiation level, moisture level, room temperature, and whether the location is inside or outside of plant buildings System ID; including both frontline and support systems Key associated safety function from among the list of five safe shutdown and containment functions (i.e., Reactor Reactivity Control, Reactor Coolant Pressure Control, Reactor Coolant Inventory Control, Decay Heat Removal, and Containment Function) and several support system functions mentioned in the EPRI walkdown guidance. Panels not previously evaluated for their associated safety functions were assigned the designator, "operator," and retained for the selection process. Internal event PRA risk achievement worth (RAW) and Fussell-Vesely importance measures, if available. The equipment ID and description fields were used to assign each retained SSC to one of the EPRI equipment categories (from Table B-1 of Reference4) used for fragility analysis. For some EPRI Categories (i.e.,0, 1, 2, and 3), a sub-category was defined and tracked separately from the original category. For example, Category la was assigned for 480V breakers that are found within 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 linking these numerous SSCs with SSCs also assigned to the EPRI other category. Some SSCs were selected from both the 0 and 0d EPRI categories. All of the EPRI categories were later employed as part of the SSC selection process. Except for EPRI Category 13 (motor generators) at least one SSC was selected from each EPRI category. Base List 1, as defined in the EPRI walkdown guidance is attached as Table 4-1 for Davis-Besse. The equipment coming out of Screen #3 and entering Screen #4, make up the "Base List 1." A11 SSCs in this table are seismic Category 1 SSCs, are not regularly inspected, and are associated o o o o

with one of the safety functions and supporting systems defined in the EPRI guidance. They are therefore candidates for the SSC selection process. The column labeled SSC source identifies the original list of SSCs from which the SSC made its way onto the list. In some cases, SSCs appeared on both the original internal PRA and the IPEEE lists for Davis-Besse. This is also indicated in the SSC source column. SWEL 1, as defined in the EPRI walkdown guidance (Reference 4) is attached as Table 4-2. The format is the same as that in the Base List 1, and the table is the same except that only the selected SSCs are shown. The equipment coming out of Screen #4 and entering the SWEL 1 bucket make up the SWEL 1 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. Table 4-3 summarizes the IPEEE and related,{-46 program (Reference 6) findings and cross references them to equipment IDs. SWEL 1 includes representative items from some of the variations within each of the above attributes. A total of 109 SSCs were selected. Davis-Besse plant operations staff was consulted in the SSC selection process. Operations reviewed the SWEL for completeness to ensure all appropriate systems were considered. They also reviewed the list to ensure any modifications or vulnerabilities were adequately reflected in the database. They also reviewed environmental conditions for the various pieces of equipment and whether or not there were any anomolies 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 auxiliary building, but selections from the intake structure and containment are included. Many of the selected SSCs are from support systems, but there are also SSCs selected from each frontline system. A total of 101 SSCs came from the original IPEEE or current internal events PRA model. SSCs are selected from each of the safety functions, including 10 related to the containment function. There were eight SSCs selected that are located in relatively high radiation areas and seven that are in damp areas. Most SSCs selected are in cool and dry areas. However, 14 are chosen from warm areas and three from 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 screen numbers listed across the top of the table. SSCs which are new or subject to a major replacement

are assigned a screen of 4d. Also, SSCs subject to an enhancement resulting from the 4-46 program or to an IPEEE vulnerability 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 SSCs were, therefore, included in the selected list. A number of selected SSCs are located inside the containment. These SSCs were not accessible and therefore were not examined during the walkdown. 4.2 DnvnropMENT oF SWEL 2 ron SpnNr Funl Poor Rnr.trED IrEMS 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 cooling and make up were included on a new list. The functions included were normal spent fuel pool cooling, spent fuel pool makeup from demineralized water, spent fuel pool makeup using gravity feed from the borated water storage tank (BWST), and spent fuel pool makeup from the BWST using a recirculation pump. Further, the spent fuel pool cooling valves related to makeup from the BWST using a decay heat removal (DHR) loop were included. The BWST and DHR system were not included in the spent fuel pool list of SSCs as those systems are included in Base List 1; i.e., see Section 4.1. Noticeably absent from the list is equipment for spent fuel pool cleanup. This equipment is not Seismic Category 1. Base List 2 is attached as Table 4-4. The equipment coming out of Screen #2 and entering Screen #3 in Figure 1-2 of the EPRI walkdown guidance report (Reference4) make up "Base List 2." All SSCs on this list are seismic category 1 and involve equipment and systems related to the spent fuel pool. Note that none of the spent fuel pool cooling pumps and heat exchangers are Seismic Category I at Davis-Besse. For this reason, supporting systems for this equipment are not included. Attributes of the retained SSCs were collected for the following information: o Equipment ID o Brief SSC Description SSC location - by building, elevation, and plant room number The room environment in where the SSC is located; including radiation level, moisture level, room temperature, and whether the location is inside or outside of plant buildings. The equipment ID and description fields were used to assign each retained SSC to one of o o

the EPRI equipment Categories used for fragility analysis. These EPRI categories were later employed as part of the SSC selection process. At Davis-Besse, there is no equipment of any kind connected to the spent fuel pool in such a way that failure could result in a rapid drain-down (Reference 8). All equipment is connected at least 9 feet above the top of the fuel assemblies. Therefore, the rapid drain-down list of SSCs is empty for Davis-Besse. SWEL 2, as defined in the EPRI walkdown guidance is attached as Table 4-5. There are no entries from rapid drain-down considerations; i.e., from Screen #4. The equipment coming out of Screen #3 and entering the SWEL 2 bucket in Figure 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 the selected SSCs are shown. The selected SSCs have been chosen to account for a variety of equipment types and room environments. Since Base List 2 is much shorter than that of Base List 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 I equipment related to the spent fuel pool are limited, so too is the variety of equipment types among the SSCs selected.

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U' () c.) rrl 0) o 5Oc)(.) c) v(J o o ta t t fr i 9s ISs H EE 8.EE oU ! r l v E i - A>o f r U H8 co oq c.r '.'\\ X F - oo \\o rtr 91 N - sn s C.) 5 o caq \\n t'\\ 9! 5 " cal 9\\n tt'r \\ 6I $\\r- ,t\\ \\ N " v\\r- ?rFE <x i l \\ ) oo n c.lol \\n e.l oo vl cat N ca oq t-- \\o \\n q o\\ -.t o\\ .J r H.gt i l = b siF SEHa g F$F arrl U) t r ' l l v )I t r l o l !l 9I t r t = I r-. l -l >'r l lta I G l c a l q ) l > t f - l - I Ll l aI tl { + t q ) l c ) a-q)tr E tr] lio 9q) li 6l I It E(l) g (Jra c) 'lt'a +. a th cn 0) a .t) 0) U) O o 0) o U) 0) U) 0) (t) o U) o a g I.o F J U F.] U J U J U J U J U '] U J U J U F> ?F> J U J U g {d a o FE z z z z z z z z z V) trl V) rT'l z z Ith a! tr (l) g-F=g (9-CA >'l (n tr r r 3 n x lr , t 3 n x . ' F n x fr r r 3 n x . ' B n x O . ' ) n x B U r ' F YS ri f.):+F e) q) L I(r\\ i ges FF EB' H5 1F a u t a = q ) o ^. = > e - E ar (g O a u ) = o 0 ) F t = q ) ^. : > v - i E, F a ?, h F H.g G S /.cjfi i - ( Q ) q l to 0 )H = 0 ) _. = > \\ J - c r-r (! 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B U - o q F !,i c)t E E F / C t. r a 9, 7 8 H E8E Ea) i i i F c F t r. = O6EE r ) E n t r v, ; i - Y 4 EY U o H O a F U 6 o c g A F 1/ o r-'l (l) F 3 BB" trc s E +. a aa E z z z z z z z z z z z z z I a F] o) th e6 g E$- >r Lo60 q) 36U U U U U U U U U U U U U U It(l) c) r r I l-o 3 a ou) E E r E<t+iil F X F U t - A t4 ,1 t-1 v) B ' E . o d E z r a 6 b < h < E t v B ' = zfi E rrl F u ) = a R i 2c )ifi P,,2 x 4 ) tf; 9 i E I \\ T Y rrl r-l H-\\lr] !l i?i r^Y gtirtr r - r Y rYI JEfr.Ea h < E t V g ) ,Ea i EHEH (, i d s t r c a ( r o t s - S r n i 6 s I c.i o ^ r : ( r N $ Q : 6 s I r.i ( r o t $ {t Fc fr o\\ c\\ o\\ c..l oo C.l .<r oo 6l t 00 C-t c{ s (\\l oo olv \\o ca C.l (\\t c..t c.) ca Eio fls (9 I CO \\o ca cq ca \\o ca c.i \\o ca \\o c.) \\n \\n \\n \\n \\n \\o \\n \\ns\\n \\n*rn a0 tt 2le X F-.\\ X X Ff X X X X X X F-f o\\ F F U o\\ F FU X F-l X tio Iq L Iah (9 T rrl U rrl U z N f Y l U N rrl U rrl ? U (/) UU H^ \\ J 5q 6 F. 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EF gH:Eg F < H J trl Z. (t) t) c.l I F < ! J trl Z. a l ) kr r l l I I E 4, v >zE { \\ J - " 1 HESs O n 4 U F I c'i t " I l l E 4, v rlE ilEET O 0 4 U t ! v a ?F rl U) ca I v u ) 9B r-\\ t/) -i J >5 O U o e ? ^ X X EUo -l J >6 O U o d. n^ H X EU. U c.l rY'l UU J o El a .*H = ct rd c.l rr'l Ic-l c\\l f Y l (\\ c.l C-l fYl ca IC-l ol rYl Is(\\l rrl c! Is N rr'l t,'* c! r"'l 6l F-C\\ rr'l r'- c.I rr'l ca Ir-co trl v I (\\l $rrl rn Iol.ir rrl U ol f Y'l (9o Q Q)a>r F UU UU f r'l frl 14I r r r'l F rY'l FI rr'l F r Y l FJ rYl F frl ' t c) ()-. a U v) oo t f Y'l Fl UU UU E(AHS IFA H EE E.EE oU E*- A>o F r r U I N = v (\\lc.l c.) rri I C-l C-ln rYl C.l& od 'Jr I soo q rt'r !! 6 - 9ca5n FE<X u \\ t \\n t-. t\\n \\o r- \\n\\r-ca o\\ od o\\ q C-l r H.3E l -h H$E a J U J U J U J U J U J U ) L I0 o FEz z z z z z U) rrl z z z z z z I CN o0 Lq) g-F=g (l) IA o r ' F YS oo tr. t B n x H() . r B n x t< t r B n x lr ., B n x L O u ) a oo s a rr'l oo r+ F a oo v r*'! (fJ+ c) q) L I rt\\ i g$s t r h 6 1 5Es tro = p 6 8 6 e F F J U U L9 = p = y ! 1 ,4, ^i J U U C H= x ', E v o. r 9 F - c i P E F 6 t E c g g r C l - 0. l E = n g E v c ) REEE . = C r i = u 6 REEE C r - O E = n i 2 = v ( )- F. :. a Y = x, 5 h d o lr (J a tr C) - o b, o uot A C I I O is; H o 0 ) ^ x d d u Ep r zEg . J U U t< C) Ho = p E V d >EE J U U +i b0 U c) - l l 4 , l r. : > X F ; ir,.= E bEE -Q *(' E Q J h a gl c 3 E) fr a ct (A tr B U h B U B U l<0)> U L B U O> U H O q t r H() B U OUF (t) H B U B U UU{ (t) () F U r-'l c) h ttr.h?g Fg" o J B +. a u2 z z z z z z z z z z z z z a Fl I 0CB 3Es-Loa0 O I dU U U U U U U U O U U U U U I 7) ) U i l r A t a o(a p (t) ..Y q) dA h < E r\\/ frl F A = a rYl rrl lrl F U ) = v ) rYl F U ) = v ) rtl F t/) A v ) h < E t\\/ E " 8 n \\ F<f+til = g, F u t F A -. a H H - v l o Ft () C\\l FE-E I F l q r Y l F. ut = o h < E i l U) Ft O C.l ffE+ t r F : F q h < E t v b e F { EE a i X rl <r. 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F IL e< LII rrt ?2 FE=,22>FE t s F l Z i r -1 q=z =o< rY'! FF ta c.) 7z* O { t r ' drE rrl FF E p q . A c a 7z* O < F J ' J 0 4 F E F I L f r'l FF Eu v ) ? n >zg o{* dFE rrl FF Ea c, ea 7zu O < F r =rtsF \\n ^F x< 3; z i < a> U U I \\o s EF .71 F i >5< a > - \\ o A> q1> ezs c{ v> r1x6?V2; a9g rY'l ' O l*r F. > F L,/ u> HF rYl ' F. > r= lJ il> I q) E a .3H trF rd c.t F \\rca H (\\ I l r. c.) F cA F U c.l L ea F rn s c{ \\n $\\o fT \\o s\\o \\o lT N \\oF f Y. \\o oo F-B fr r-F f r. O EoU c)a>1 F c) F< F9 Q O d,z F< F9 Q A d z U FF (n UFE Cn U F a U F a U l-a U F H ct) U F B a '14 ta p................. EHS IEA H iE.EE U! r l v o I N = v q ell a. BE < H c L J ca +HF $r! ,E EHi s ggF o I ,.9 Ch q) ?= L t{+ 9 IA I(l) oL tr frl Ct -(D lr ct 9\\r F(l) q) Lg) CA o E'a e. FI U)() a o0) a (.1) O a U) v)() U) a a c) F J U J U rl U J U J U J U J U ,.] U J U J U J U rl U (l) L v) oE /, FEz z z z z z z z z z z z I (h o0 L c) g-F=g t 6)- th a f r U U aU f r a (n U fr a FV) a U a (r) U rt a f r. U U l'vl (a8F q) q)!r I (h i ges - h N =FE H J ! \\r, = L d9 t r ! <oi 9 ! - c ( s O O > t r - v 9 s E F 4 F ^ aE = P q ) t r - v 9 9 E P 4 l i ^E=H Q 9 - >fr9 o d O > L Q 9 a > t r 0 ) - : ' r > t5s t r h \\ r ' t 2 E v o. l REEE E l-.! =. : 1 2 E v c. l RE Ffr C F r FU# 9 - F R"E Hf; E 9 = x 1 2 E v o 9F. i ? : E N r ! F A = n g i v c ) REEE C r r Fa# R, HE q F ! F()# U - F, c h = n X E H A a8 Uq) - ' h 2 ' - : c = > E X r i l . i g bgE g*(nE - ' J l z I I tr h ecl(n . O = a P v x >l g r t r h i eY F U U U q) (t) a L U 6 v)() tr U !)lr o o 0) H U q) lr (t ct) IY d. U c, cn 0) Lr 0. ) Er >A Y \\ l x C g. n E E F C U d r*'l q) Er t.r.bEg EE". o-E e. a IA H z z z z z z z z z z z z th Fl q) a 3E s' ? g0 (u 5 GU U U U U U U U U U U U U It q) CB (l) r r I \\ J L a = a crn -h < E ^// rr'l rrl l&l F V ) = a frl F A = (t) r Y l7. v)Q A rrl F v ) = a rYl F q = v ) I'r'l rYl Fl F ctl = v ) r r'l F r n = a tr'l F q = v ) rY'l rr'! lrl F u t = (t) rYl F A = v ) rrl 'F vl = v ) - b g t i r H O EHEH {* oo& ca N \\n rn \\n \\n co \\o c.) \\o \\n \\n \\n \\TI \\r) \\n \\al l..} \\n \\n rn l.n \\n rn I 6l ) rd \\n \\a ca c-l \\o ca (\\l \\o oo ca 00 ca \\o c.) ol ca C-l ca C-l ca N ca C-l \\o co c.l \\o ca C-l \\o E8 E le X X F.\\ X X Ff cq X Xp X X X X X;) X Ia lr e) IA) H .F i-l tL {.'i z>, <? trq < A. F e t Y l - r = z i o F q < 0 ' F g t Q A X '.i - (/) x p F : X n ' ' 1 JZiz } < V P H <uo> J n - ) = i - Xa3v X n F i J73 e,az IFu(/) u t Y U X t r v qr Fl h AF aq.a Y ox & w tI-i h A a a A 7 o a Y U X & 2 t L i q n il> i v )Zx U X F Y a n rrl 1e m d z l a>4 - ( n I l l c h, a ?>; F9 q>h OF:U - \\ Z>=; I c)E ^ .3H = ct rd B lr U ca ca \\n I r-(n U V) a (a U u) a \\o \\.lca U) q) EoU (l) q F. U FF (t) U t: B V) U F CN U F F U) UFF U) U FF a U F (r) U FF v) U FE U) U FF a UFE V) an .l 9E < H c t l r i or i I. F !g Er 8.EE Ei o(,) Eg - 2>o rE{ U tsr FE tu ' HF {HE s5F , d d E SEHa $ gf,B an I .c) a c) L $:fF c) 9) (a 9 {)tr tre rr'l E +ro >'r 6) L 6 a It (9 (l) L I(A (9 tt'a F. U) a 0.) v) !) (h 0) a a v)0) ao) a) C) U) (t) c) o)E{ J U '] U J U J U '.] U J U J U J U J U '.] U J U (I) L v, $Ez z z z z z z z z z z I(n 00 .F c) 3-F=g TI(l) Io a F (a rt rY U) F UU UU F UU F UU UU FUU r,'l (.) q) O LI(a E ggc t-t h e-r 6E$ E 9 =()ff REEE E 9 1 -Ya U) e u 6a Y =X E h A E F r = x J 2 - \\r ' o) REEE E 9 = x r 2 F V, \\ REEEE= r : 1 4 l - V. \\ REEE E r r 4 _ Y t h - a l - E v 0 ) 9 - FA Y A X E k A F t= -Y crl P \\ J i i U _ F4 t = a X E F o.= ' : 1 2 E v c i 9 - F . i ? : E - F i F 0. = C F ! H n r z F v o F RE Ffi E H = x i 2 I v c l REEE t r H EU# e - F - i ? : E N E F A ei a0 Q o) - ' h P '^: c= >. 5 s:*E g *ca ; " ' 7 h -vE= fri -a G3 (A F UUB U) . q = v t I v't. ( ) = q 2 UUF (r) F UUF u) UUF CA UU.U ct) F UU u) UU a UU a H o q t r \\J G) r-'l Q) F 3 FB" I S +. au, ts z z z z z z z z z z z I a Fl o att g Eg- >1 boa0 6) G U U U U U U U U U U U I \\f q) ) U I ( a = a ou) rr'l rr'l l{ F u t = u ) rY'! rYl lrl i u ) = u ) f r'l rrl lrl F A = (t) fYl rrl l+"1 3 tt) = a rYl rYl l{ F u t = u ) rYl 7 a = a rrl f v ) A a f Y'l 3 v ) = u ) rr'l F A = a rY) rrl *l F r n = (t) fYl F cr> = v ) . b s F r EE'*fF oofr\\n rr1 IN rn $olca \\n l.n (n [n rr) \\n \\n \\n \\n \\n rn \\n [n \\r} ln (n o 6 c) H ca C-l e.lol\\o \\n oo \\n ct N\\o ca ol c-lc{ \\o ca (\\l \\o ca c.l \\o co (\\l \\o ca N\\o co (\\l \\o a0 ct =tr X F-\\ X Ff X F.\\ X X X X Ff X X X Xp tro g L IU' {t)/-\\ T Z E < OF=3>? v ) = C-l c.l 4>v )Y > p? E> ^$s 3>,8 Q9z 3i8 E > J , ^ a z* J d U A ? 9, 6> UU &o < ll r-n? IUU p<T U2Zt 0. n U l > t t - > L - oD >O e> E8 F UU V) a Q Zu t 2 FEE=xzts{\\J Fl \\n az>.) I {) E a .*E F Fd f-ca a C-l 00 ca a c\\l oo ca (h o\\ o\\I (h r-s (n s CN s V) sol$ a r-s V) t-s V) f- \\n v) u ) l = l 9 l9 l tri I I >-: I'i l.Y. 0 (l) L t:tF q) c) LI(h 00 Lc) E (nrF q) q)Lr Iu) eH g! O q) r-'l ) Er I o F] q) th I q) 6lF (l)o() q) a E t U F a U FF a U F (t) Q F F U) UFF cr') U F F (t U FF U) FF a U FE U) U FF a U F a .l{IA 4. E9s Isa H EE 8.EE oU Eg- A>o f E U tss FE < H fi \\., +Hfl $:i EHa $ $BF eh l)tr tre r-'l-CHo 3) L63 I It (9 6) L tJ (A (9 'a F. H a v) 0 0) a O v) 0) U) a) U) v) U) (n O a (J I,q F '] U '] U J U J U J U J U J U '] J U J U J U () li (h FEz z z z z z z z z z z g-F=g I(l)- IA>-r a F UU U U (t) U O lr u ) a aU tt tr 2 7 U)U } Fas t-t h e { 6Es E t r =ui - ; ? X A ',1= F O. .. = C l i 4 _ Y A e u 6 REEE C r r = - 1 2 l - v . \\ 9 - -0 Y =X S F o : . = c r < euii REEE c L L V. aeu6 REEE . = C L = x r 2 E v o r REEE E 9 Edff- F i. h v F RE FA C l r= x r 2 i v o rC h Y A X E F A F T=. : 1 2 E v c. r REEE C t i H N J ! E v o - ) 9 - F , { c a Y = X E H A = 9 E8:r E v o- F. i 2 X E l= E O" s a*g tri I = E >-r 3e G (A >l Sr !. ) t r UUd a 0) c g . i E E c.) ag.rr C 2 H (J C)U) c) H a) t r c . =. Y S ! l ? 9 ^ = U E () 9a a v) L lr tr C) O ca) U) 0) 6 ). g l't! - o v ) F 1,, 0) iT'1 > - o o t r \\J 0) 3 FE" E +. a.a e H z z z z z z z z z z z ffi LoEO ) I6t \\J O U U U U U U U U U U (l) u! u ) = a c (t) rr'l F u t = u ) rYl F ctl = v ) f Y'l rr1 l.Ll F v t = c/) rY'l F v t = ( n r Y l trll- u ) = v ) rrl F v t = ( n rYl F A = a rr'l F U ) = a rY'l rr'l lll F q = (/) rYl rY'l lr{ F ct) = (t) rr'l rY'! l4J f : l r t = u ) b g ! i H O EHEH T fr rn [n \\n \\n \\n \\n \\n !n rn \\n \\a-) \\n \\n \\n \\n rn \\n \\n \\n \\n rn \\n J6 (u FI c.) c\\l ca N\\o ca C.l \\o c.t 6t\\o c.ic{ \\o ca C-l \\o ca o.l \\o ca c.l \\o ca(\\ \\o c.) N ca ol\\o EO E AA-X F-.1 X X Ff X Xp X X F-f X X X X 3e L(J a) /a E trr > (/) > UU o< ll r-. pH IU 9 <g.O\\ nF I O o< lL c.r r^ l-j r-i-73 VVn HEi o<tJ. ol u t 7Jr C!c.l ol IU& f r U) \\o co C.l Izz f T. a &, ^ ?Vg { r r r H > i t 4t 7H33 ) q a l t n & J ) < - Z r r t Y ' - A "-Z c.r U r FR> 7,t A Xv rn (J S Y o n I() Ei a .3H !l x $ol\\n U) r-\\o \\.l U) o\\ tr-(h ca f-r-Cn c.t (n c.l (\\l v) c-l cn u) ca (\\l v) o\\ c.l N V) ea ca t-oi (t) ca c.lr-or V) (l] G' oq E t U FF a U F CN U FE a UFF a U F B U) UF F V) U FF a U FF (t) U FF a PF V) U FE a .La9s IFE s aE 8.EE o(J c l l v F- A>o f - U ?n BE < H. )r H.FE il= b sif?E, g EgF l a a l !l 9I t r l r r l >') l 9te l 6 t l v ) t c ) l > t ? - l - I Ll t+ l r F I t r l c ) l 9 ) a r} O ot. trrc ti 3(9 L6t I It q) (9 li I(n e rE'a +. ts (h 0.) a a a cA a 0.) a Q O U) !) U) U) q) e) F J U '.] U J U J U J U J U J U J U J U rl U r.l U g t ) o FEz z z z z z z z z z z 9a DO .F c) g-F=g !) -0 h0 U F U) a U U U U U U U rv-I (t):+f q) (l) L Ia E geF t r h c t 5 E$ F U = R"E Ff; E l i eu'ai REEE = n r 2 - v o 9 - -6 Y =X E H A c r < euii e - e - i 2 : E c { : F o. . = c L > _ v. a e e 6 REEE = r \\ 9 i v o. l 9 - F6 Y A X E h p.C L Y - Y ( n F U " 1 9 - F . i 2 : F -,. i i E A t r H = n g E v o REEE F t = - 1 3 E v o- F R.E Fff C t r=J# t - Fo Y n X E k A t r t i=a#- F j a t = =X E k p " +i bo U o sgs o I CJ tr h CE a U UUF (t) UU r4 h > = 9 - n & Q U U U 0) t4. i: ri 0) c g. n E E U d c) (g U,ts o 6 5. n6-r q) h 3 BB" I B +. E IA H z z z z z z z z z z z tn Fl) lh 3E g-L EO (9 I6U U U U U U U U U U U U It q) (u <.1 B t n, a o0 rYl F v s = a f Y'l F v t = ( A rrl rrl *l F u t = u ) rrl rrl l! F c n = a frl F v t = (t) rrl F c n = a rr'l F u t = a rrl F U ) = u ) rrl rYl l{ F U ) = (t) rYl rr'l lIl F u t = a f 7 t rYl lrl F A = a b t F { EE'*fF\\n IN \\n \\n l"n rn \\n !n ea \\o ca co \\n \\n rn r.1 \\n \\n \\r} \\n .{ c(l() FI ca (\\I \\o ca N ca c\\ ca N\\o c.)v\\o ca c., $\\o cn N ca N\\o cl^) N\\o ca N\\o bs G tE X Ff X X X X X X X X X X Iq Lq) I H Het 32e u83 rrl Xs Z l, n 9 H E ? - r v 7 FF. a v ) - r t ) 4> oE t-g, >>2 q - E f-ca f r (h i ; z E= r Y l H n >2? 0 4 9 n J v v !9n U a a : E i ; z >z r.1 U? u t U o E&a Z + r O 276 , r u l & a L uad I U o< E r - a A F! \\n I U /.O o tllr a l U a Z +i \\n I U ) 7 F T v) ;, I o) El a, .3H E rv'l E F-olo\\ e.l(n o\\ (\\l C-l (A ca c{ V) f-o\\ ca U) ca c.l oo s u) ca c\\l (h s C\\l .<r V) \\n (n \\n U) U \\r} u) \\n U) o\\ \\n ) E (J o)a F UFF a UF V) U F v) UF F V) UF V) U FF Ch U3E U) U FF v) U FE u) U FF a U FF U) fr fr9s T.F A E r x 5 g E rE f i-,-l E O E Fr v < r s t - >o rElC) tsn BE ffu LHgHE ggE( D < 5 8 9 E ( u E c l r E EBH "'z fr .A I .q) (n c) f=, L r+tF q) q)FA lJ (1) tigo li F1 ci 9(l) L 6l I I !f, c) 6) L I(a (l)'a +. ts U) U) q) .h 0) a U) q) (t() a U) (A U) q) 4) tr I(l, Ei J U J U I O '.] U J U J U J U J U J U J U J U (9 L Iu1 oE FEz z z z z z z z z z z Io 00 .F q) g-F=g {) (A o U U U U U U U FUU f r. U U (.i It q) q) L Io j ges t-t h c r 5 E$ e u'ii sEEE EE 5 ( j#- d s, Fe t r ! r= - i 2 E V O sEEE t Q i i REEE C L. - ! _ Y (, ) e u 6 REEE tr =. : 1 2 E v o ) 9 F - RE Ffi = n i 2 E v o - l Fa Y =X E H p. E l i L - Y O ) P (J -'r 9 - F c i S E a C \\ F ( p r g !..i = - Y (, P \\ J = i ! - F . i ? : F N J i F 0. = x r 2 i \\z c.l REEE C I.{ Fa# Rg Fd c: a0 U q) - h 9 ,l rll >, X x J *r-.x E ETE 8Ba'E a g() E as (n ( E. nE F t r U d c g. n t r :U d q) F s. i G Y (g.rE^ t r U ' E o ag.- t r Y r-r !J c) ( g. n6 E g U, E(!.n P UU "U F a . o ={ >v t I p 9 U U (l) Fr er ^b?g FE" 3 E +. a CA E z z z z z z z z z z z a Fl q) at) 3gs-h oo0) I 6l U U U U U U U U O It q) c) r \\ I V L( n t a oa r Y l F r n = ( h rr'l F. vs = v ) frl f v ) = a rYl F rt'l = v ) rrl F V ) = a rYl F v ) = a rYlv )= ( h rrl F U ) = (t) f Y l rrl l*{ F V ) = (t) r"'l F rtl = v ) rY'l rrl lr{ F A = v ) b s F { E E**lF F[n \\n \\n \\r1 rn \\n \\n \\n rn [n rn \\n \\n \\n \\n \\n \\n \\n rn \\n rn \\n o 96t(l) r-\\ E ca N\\o ca c{ ca c.l \\o ca 6l \\o c.) a.l ca C\\l ca c{ \\o N ca ol c.) (\\l\\o ca N OD E! tt re X X F\\ X f-r X X X X X X X X F1 o Ja L I cI)o T U Y E T a A f T'l J 7 a f *2z F ze Q Z E U > ' i 9 9 o. T t F o. o d U tbz Fv,o > E Q 7>? F & z rTI F =z F i < 2z> E>> f-o)E ^a. Ft Fl Fl rY1\\n V) cfl \\n U) f-TN U) f- \\n U) c.l f-rn (n c.l t- \\n (h $f- \\n U) \\n \\n U) (\\l TN u) \\o (\\.l \\n a \\o c.l \\n u) O o U{) e>.: F { U FE (h FF (h UF rt UFF u) UF a UF F a UFE V) UFE a U FF a U FF a UF a '}{ ra fr9s Ie s e x.sl F r x 5.H F - - - i Q l r 9 r v Q i - 2?R tsr BE < H Et t) +HH $ri ,E SbHa $ ggF l a l 9 l F l >-r te l G l l u ) I q ) t > I t-. l - t l r l i r l ct $ l {I q )t 9 a I q) F t L rvl-cl o >'r q) L d I e) r+ Ec)fl Ia c) EE +. a o a U) !) a a U) !) a q) 0) U) U) o q at) Fi ,.l U J U J U J U J U J U J U J U J U tl U tl U c) Lrv, agE z z z z z z z z z z z I(n a0 Lq) g-F=g c) CA h(A U u) U B lr rt U (n U) f r. a v) f r. a (a f r. a u)s v) (.)tF 0) c)LI(t) i gae - h G r 5 Eil H5 C F = U E REEE E L eu6 REEE L V. ^ =uii P - d2 F N F i F A eu6 9 a F c i S E a c - l E c g t r <C r - 2 r - t 2 E V c ) REEE .. = C L r t _ v. a i \\Y o.l REEE .. = = Y =u'ii 9 a d . i ? : E - r ! F 0. C l r != -Y r' P \\ J ? i 9 - F R,q Ff; q F = n. g g v o REEE = x r 2 E v o. i REEE c r < = n r 2 E v o ) . i ? : E N. i A A o0 U Q) e r h ? - - c i >. = li.s ll.i g b*E g * (, i 3 v) t-. = I FE e c3 a U c ) = r n 2 p 9 L O H U) (t) I U E - c > v ) y U (t) vt 0) tr .Ez 9 : U 6 & Q o d E > o P \\ll U) a V)(n (r) a V) V) g) F t r. b ?g BE". E +. a aa ..rl-z z z z z z z z z z z at) F1 q) a 3E L a0 (9 9 6lU U U U U U U U U U U U I t e) o U g c n 3 a o(A rYl F V ) = a f Y l rrl lrl F. cn = u ) rrl F v t = (t) f r'l rrl l{ i u ) = u ) rYl F A = a r Y l rYl lrl F A = a rrl F c n = v ) r r'l F A = a f Y l rrl l{ F U ) = (t) f r'l F v ) = a rrl F v t = a F -b g trrEE=* a i b t f, g r.i7) 6l a ^ i b $9 " i () (, c{rF otr\\n \\o \\n \\n \\n \\n [n \\n \\n \\n [n (n \\n \\n \\n \\n \\n \\n \\n \\n \\n \\n flql (u rd c.) N\\o ca N\\o ca ot \\o c.lc\\\\o ca N ce c.l \\o ea ol ca 6l\\o ca c.l \\o ca C\\.l \\o ca oi\\o b0 E X X X X Ff X X X X F-r X X X I L I9A q) I 5> < F U Xu I f y l nz P>F] r - < < trt< < a D > frl r-. '] \\ o \\ 3 ^ - L a t l ] v, i < > - '. a J X - d v,-> fr6V C-l \\o IB ft rr Ch 2 e,3/ {?Fs 9 ? p < 9 t l t F - Y A ' Nngzz C-l s + ai U) F p< (n >; r F = J rYlry> 4 q. FX \\-J X r a Y < = A d J r Y lv> 7 u ) FX r/x A v. <= u) ot dv> 4 u ) 5H u) v-d Jr7-lv> 4 o. FX \\ J X A Y <= ( r t f q) El r .3H fd c.) \\n V) oo \\n (h r- \\o U) C.l ch $\\o ct) c.l $\\o CN t loo V) oo ol\\n t-U) t\\l\\n f-(n cfl\\nr-a ca\\n t-(n 6)EoU t>-: E UF F (t UFF (t) U FE U) U F F U) UF a U F U) U F F (h U F F a U FF a U FE V) UFF V) .2& l9s TE E V A - P X 5 8g U tQ - A>o fr{ (J tsn BE < H E t v r H.FHE sEi,E bHa .H F$F ah I )5 .q) (a c) f -. L' t:fh e) I (h ftre E a Fl cri h (l) L 6l I tl t c) (l), I(a q) E'a; +. TI U) c) (t) 0) a a (t o a U) c) .t) 0.) U) o U) C,) q) Er J U J U J U '] U J U J U J U J U I U J U J U g 5ta oE FEz z z z z z z z z z z q)(a oo q) g-F=g tr) J 9A a U U)U p ar I V)U aU (rJ$F IP 9(n i gac- t h F l =FE H(5 E 9 =()ff REEE E 9 =(iff- F6 Y =X E H A : = x r 2 E \\Y o.l# 6 d P E F c { E( P { = euE REEE C k o E i r i i 2 - V r r e a F - ; 2 : A N, : F A EE Fa# P - 4 R,E HE q F i FJ# U - F R.E HE EE =()ff REES , _ Y 0 F U ; l - - a . i ? : F - J i F A EE Fa# 9 - d - i 2 : F N i i a o. tr = x r 2 E v a r REEE gr a0 r \\6) g EgE (Ao O I E -e 63 (n fr 6 : F T \\ > = 9 :: \\ = lr (J k U) crt(.) lr > 7 9 : U 5 & ( ) >l > 7 H E & r ) > 7 H E 0 4 U > = 9 : U 6 & a ' F = 9 E U 6 F 4 U lr (J 0) C,' U) I lr a I U) o lv () 9) U) U) 0) rv'l q) Fr or E?g FE". E +. au) FI z z z z z z z z z z z al) Fl(l') ah EE g_ L a0 (9-GI U U O U U U U U U U U U It g) L q) ul ( n a t n oo rrl F u t = a frl F A = a fY'l 7 v ) = a rrl 7 a = a rYl F V ) = v ) f Y l F c n = u ) rr't i c n = v ) rrl F A = a rYl rrl lll F. a = a rr'l F u t = a rYl rrl lrl f u ) = a b c r - { EH=g +F fi \\n \\n \\n \\a) \\n \\n \\n [n \\n \\n [n \\n \\n [n \\n TN \\n \\n \\n \\n \\n \\n 6 ) rc ca N\\o ca ol\\o ca c.t ca C.l \\o ca C\\ ca c.t ca C.l ca ol\\o ca N\\o cal N ca 6t oll tt tr X Ff X X X X X X F-1 X X X X Ia tig) IA o) La9 V <i l 2 ; a t u g C\\l I Fr f r. U) Z r I ] Bi Y q < H#> f F r ! ' V f ' ^ r \\ t 1 v ) \\ ) l J > 7 - & Q ? E z d, a <z*, qt d lrr ( r - > r - 3F?il & & > n o\\ \\n f r a \\n f r U) Oo\\ \\n F\\ fr (h l.n rY a . 2 2 r ! F < rHE ?z= , 2 2 < Vi rHE EZ>, 2 2 < E ' r i HF:9EE v,z >iJ c) El a cl. l-.1 rd l r U U) c-l Ff a ol U) oo ca U) \\a) q = ) E> o\\ \\o o > E> U IN a. > E> o\\ \\rl q. > E> \\o a > E> \\o a 3 E> U\\o \\o q. > E> (9tto U oe Ei U E a UFE a U FE (n UF a U F (t) U FF U) U F Ch U FF rA U F U) UFF a U FE a ta9E IES r a =f-EE I U Eg E8 tsn BE < H gt u' r H.9 THE $!F bHa $ ggg 0 lJ f?, .9 (h a ?= lr t:+F q) 9 th I-o I o L trl trio >1 5(l) Lal a I t!ll ) (u trc) a ) '!E'Ei +. a th a U) a a v)() U) U) a C) z + (9 F J U J U J U J U J U '] U J U J U J J U Z* + g 3 IA cE /, z + $Ez z z z z z z z z z z + I0 u0 Lq,) g-g=g T(u 3oho aU U U U U U U U rr'l r Y l r-'l (')+F q))li9 (.4 E ge* t r h N 6Es C ! t u'ii e F - o P E E c { E ( d P r E 9. = n g i v c )- F e i P E E o l E c t r r t r h= x r 2 d \\z o.l REEE = C t - O E = - Y C A a v E REEE E l - r. \\ a P \\ J ; R.E HE tr !'1 ! ' i l 2 E v o. l REEE = v tuii 9 F - . i ? : E -, l i F F. t r l i F5# . i ? X E N J = F F. E l i E5#- d A 2 : F N,, I i F A.. = C L = n g E v o ' > REEE = -. r ! E v o REEE +i b0 (J q) - t i 9 2 >, 8 F o t t. F E E*E ,q *rn E - ' J F T a Eio I E qE GI o O O v)(h lr U r ' l U U U U U OF U oB U > = 9 :: \\ = 0 4 U r*\\ O Er 3 FE" B +. g o E z z z z z z z z z z z I (h Fl q) aa gEg-h a0 (u c U U U U U U U U U U U U q) q) Q T ( A a u ) oa rrl F U ) A q rrl F. U) = (t) rY'l F A = a rYl F A = a rrl 7 a = u ) f r"l F V ) = v ) rYl F u t = (t) frl f r'1 lrl F. vt = u ) f Y'l F v t = c n rYl F v t = a fY'l rr'l *l F ctt = v ) F b g r d E E'grF ccx\\n \\n oo cn oo ca \\n \\n o\\ (\\l v 00 6lca c.l ea \\o c.l c.) Mzl6t (urd c.lc.t \\n oo \\n \\n @\\n l,n $rn rn <+ rn ca \\o \\.t oo \\n ca \\o \\n oo \\n \\ oo \\n l,n s\\rl g0 E E X X X F-f X X Ff X X X F.\\ ? X X tr 3 P L I 0q) H , 2 2 < li ri rHE &,=> J u) =z L./ < J a>f =z !1 < A E JUB >V, h,/ s V) Q Z U < r7l rt -i OB >. rh '9 c n -Q Z U < rrl rY Fz r r'l ^ 4 l ) & - 7 & - 7 9 2 o t < ) o t u Qz F< ar8 U > J >T , - Z ')< E l - F F ? Z < r q c q > l> oP D # lrr V gl aD ;q l> oP fr'l q. V H t a ; q Ir-o\\ f T. a tt (u Ei a .3H I \\o a. > E> \\n NUz V) (\\l \\n olUz (t) c.)Uz (t) \\n caUz a f-Uz (t) rn FUz v) oor-Uz V) \\n o\\ a l E Z \\r} a l E Z r-o\\ a l /, 2 I EI il ,l (li E U(u a E-UFE (t) UF a UFE V) U FF a UFE cn U F a U FE a U F B a U FF u) n U z= o f r U tt\\ I \\n \\nn rt'r P G " lnc? tsc. FE <x Et \\/ co oo J +HH $:i EHa .g EgF CA 3 6) tro li a FI rH >1 3(1) L 6 I It E) q) L Io q)E'a e. z + U) o a 0) a U) c) (h 0) a v) v) ct)o U) g F ,q F z* J U J U J U J U J U J U r.l U J U J U J U g ?t1 oE z ++ gEz+ z z z z z z z z z z g-F=g (t) 5tt (n t r 2 7 ,li 6 U) U V)U& V)U $Fr ^ $ FeFh F l 6 E$. = tr =.ff P F F RE Eff E l - = n r 2 i v o. l iEEE E F = x r 2 i \\z o.l REEE tr l-.1 = n g' v.\\ REEE = E l i O = = x r 2 E v o REEE =u'ii- F. i 2 : e - J i F A C l-r = x 1 2 i v o 9 - F, O Y =X E F A C f-.i = r : 1 2 E v o. l - - F A z X E - J i 6 F. F l < o = = - Y (, e v E - - F . i 9 H A N, I i E A = x r 2 E v o REEE C l i = x r 2 E v o. l REEE - L q ' - : c = > = $E*E gd E- ' 7 F { I() a fEr >r !De 6(n > = FI & O lr tr lr o U) ct)ok tr O I U) a 0) (J H (h v) I E a > L i : p ( E = = t l frEt t 1 = ! ) Eti () +i 3a rE F 3 Z /, ftEt I U = O d U E n= \\ J X s r ( F = = t l ftEt lv = 0.;) d 5 E E a > \\,t = p ( E = = i l ftEt v = q ) f, x i1 6 ) c E l'r'1 > a t r \\ J O O ( ! !'r1 > a t r v (.) or.b?g fE". E +. acA I z z z z z z z z Z z z 3Hg-hob0 6) 9 6U U U U U U U U U U U U (l) U g ( A = a ou) rr'l rrl l{ 3 u ) = (t) frl F A = u ) rrl F V ) = a fr'l F ctl = u ) rYl rYl l{ F u t 2 a rrl 7 u ) = u ) rYl F A = v ) rY'l F r n = c h f Y'l F rll = q ) h < E N, h < E tV. b q F r EE*gfF IE Mz Ff c-l s rn \\.l s(\\l ca ln \\al rrl TN \\n \\n \\n rn \\n rn rn \\n c{ rn 5 6l ) H \\n s\\n ca \\o c.l N\\o \\n co \\n ca t\\\\o ca C\\l \\o ca ol\\o ca C\\] \\o ca N\\o c.l N\\o ca N\\o b0 E tr X X X X X F.\\ X X X X X X o te lr rJ v, o)n N Ir-rY U) \\ns\\o I U v) o ! 4 F Z D P. Q E N F U X t - Z l=H- &,; e7, i ; d Nhn i i v : l 5*,- sHfi H#H tv (t) F - ! rYl i.j N 1 4 :aAd,- F 7 J2Aa friat VTffiE =7 7 EAE EFis P;EE z Hn5 2Zz T i X r a >dE, = 7z.22 EFix X U = F 2eA8 Jis x9v]>72 T i V r n zd=^ UF Fr F.r n U 2= o h ( J '-lr \\O rn \\nq ,.t'r I \\n \\n q ,t\\ \\ f* 00q oo tsr FE <H E t v a \\.l I H.F {HE L l ( \\. ( D 5E a > l !le t G t l a l c ) l > lii I Ll I tl r + I q ) l E ) Q 5E (I)tr Eo L rv'l E lro >1) I G I t.) q tr 6) 6) LI(n e rtr'a +. H q) a c/)o q) a) a U) O (n c.) (h C) a() U) O a) c) a-t ,9 F J U J U J U J U J U J U J U '.] U J U J U J U o) L= I EA Fez z z z z z z z z z z I I (h !0 Lq) d g-F=g Eq)-Ut ha a f r. V) a (t) r-'l (.irF c) o)ti I(t } Fas - h c r 5 E$ t r h i. \\ 1 2 E v o ) REEE euti 9 - Fo Y =X E H o. t r l - = n g - V. t REEE C t r H r i l 2 E v o. r REEE = E t - i r i - ? E v 0 ) 9 F F d ? : E N, ! A A t r H 55# Rg Hd tr i-.'! =u# 9 * - Rg HE = ' : 1 2 ( v o ) REEE q h \\ - \\ u ) F \\ J = i - - F R. Ed tr t.i =()ff - - F - i 2 : E N J = t s 0. q F i !. i 1 2 E v c. > REEE Cr b0 U sgug o cJe r-. E ,,E 6cn o =( >V ) Y r \\ F . o = a P v : t b - x > h,: F Y Q d E. q # .0) = u t 2 v - >l i i g h = F Ee 0 E i .Efi >r 9 p >l li 9 s L r ' l h 9 d (t) V) h O E k r ' l U) u) rr'l a F,( } BE" B +. (a Ei-z z z z z z z z z z z I ta Fl O (h 3E$- hoa0 ) 6tU U U U U U U U U U U U I $() q) U g o = a a(a E d E r \\ E<t+iE ? H F A t s A - r A - H - V J Esr'l \\ F<IIE E M F r n i A H H - V / rYl rrl +l - u ) = a f Y'l r crt rYl F A = u ) g j h < E t w EdEr \\ F<f+i il t & ? v ) H A - r A - - - v t f r'l 7 ct) = v ) E d r q \\ F<t+tE = & F c r ) H A 4 r A - H - v r fr'l F v t = a F b e F. EE*gfF\\n TN c! \\n tn \\n \\n t,n \\n \\n \\n \\n \\n \\n I.t \\n \\.l rr) \\n \\n rn rn tro Icl (l) rd cn GI \\o ca c{ \\o ca C-l en (\\l \\o ca 6l\\o c.l (\\l\\o c.lc{ \\o ca c\\l ca c.l \\o ca c\\l \\o co(\\ \\o o0 tr 'E E X X X X X Ff X;) X X X X X -g liE) (a OJ E UFF-v ) A >A 42 z V) > n q >xx9 ^ H X x y > F i h q j F n r \\ H - H V v\\o I (h - Z = - F z < n 3 A r i l, / E > Y t ^ ' A A -AfrZZ o\\ I U) U F 6* n O. 7 u ) U FE,. ( / ) R az U FF,', (,x n O i 7 v ) 6l f'rl > H 3; ,n l) aEx UF F.' ( a F n o. = a 6l f'li > V 5; r n Q ? o d J a a ' ) F q N rla e E a .3H T V) ol V) (t) U) o\\ ct) c..l (h N (n U o.l a U (\\l a oi V) N (h (l) EoU o) q >1 F. UF = (h UFF U) U F F a UFE v) !) g() q) o x O (J o o () J4 C) 0) Q 0) &O (-) 0) 0) ch /9s Ese.r H .F! g ar 8.EE U EE - A>o r - Q .l- \\f, \\o c-l \\o .Jr X 6l v? s .tr Yf \\o v? c.) rr\\ !l 6 - c.; rtt X A - c.; IJ] d t$c.l \\o Jr !l n co rJr !! 6 " c.i tt\\ X o\\ + tsn BE <x E t n r-oo oq 6l\\o t-oo oo c'i N C-l 6i r-oq ca \\o f-oo ca ol (\\l oi s\\o +HF $!F bHa ,l $$F FA 3 (9 ae rvl E cio I(l) L .61 I It (ug(.) a (9.o 'a +. ts U) q) !) (h 0) a U) o a a a U' cr) c) a ct)o U) 0) g 6)F J U Fl U J U J U J U '] U J U '] U J U J U I U J U J U (9 li (A a gE z z z z z z z z z z z z z g-g=g q) 3qt a V)U Ff E ggc - h cl 6E$ = C t i l u 6- F- i 2 : E N i i E o. C l r L V r ^ A U i i REEE H. i l 2 E v o. l 9 - - c j P E a C \\ t E c 6 O < c r < =5f REEE !-r ct 9 t r t <of g 5n; l - i t r 9 t r v !. 1 > o o > ( ) c = \\ ". q ? ; o o > 9 t r t 5 < " R ; o o > k 6 9 t r ! <qH: 5 t ; k c g q ) c v. q ; o o > k 69 E = \\qHs O ( J > li cd (. ) c oi I o o > !o 9,, >9 d o >3F*g 3 I ,tr -a 6lo 0 ) = r n 2 PE .9-h - ^ V A . - v 9 v 9 k - h t t I = F U -\\ = > ^F 4 U J i U b . A V A L F I <HE9E d U,. ! i U h 6 E > ^ >r 9 c hlr 9 E E r f h ar tr h 9 r c h 9 t r - - Y h - ( ) t r t r r : h fi P t r H T \\ ' F. = F 3 U,ii 3 FE" o 3 E o. a Q H z z z z z z z z z z z z z g Eg-h 0EO ) 6tU U U U U O U U U U U U U q) uH c D U a o(a fr'l rrl FLIa= a rrl F A a a frl rYl l{ F v t = ( t f Y'l frl FLI - a = u ) l i < E F / b < h < E r v d. h < E t\\/ h < X rl. n ) a E t V h < F & h < V tl. ft lii a I r ? l ..Es 1 g 5 Q H E#=HfF oo*IN \\n TN [n \\n \\n \\n l.n \\n ca \\n [n rn \\n rn \\n \\o ca e! 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FI U)(.) v) 0.) a U) U) q) (t q) U) U) c) a U) U) rt) 0) U) a) ct) 0.) (tt o a I .q) F r.l U J U J U tl U -.1 U '] U J U J U J U J U J U J U J U J U F.] U g Ita oE $Ez z z z z z z z z z z z 2 z z g-F=g tr (l) Ith ct) V) rt (h V) r Y a V) f Y(n V)J a a f r (t) (t) f r a (n V) a a r u) a a V) lli(A a ar(n (t) fr U) a (t) cn fr U) V) f i a I Fes t-t h c r 5Es c 6 -ut - p = <Es i( 5 i5. c q ) iE ' l r E < E E i ( u i i c E i,H E z Q < E E a ( u i i .sE i ^ E spS <Es x S i i E H iE spQ <EE x u i i EE NE E=S <Es X 5 E. EE iE 5 = Q <EE X U i 5 " EE NE s=S <EE x 5 d. EE {-E EpS <Eg X U i i EE iE spS <EE X U i I gE iE EpS <Es X U i 5. .EE iE pS <Es x 5 i 5 " EE iE ErS <Es X U i 5. 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O I H O v(.) 0) (J L o o 9 Z E c..l s ca e{ ca (\\.l c.) s co olot N ei^l c 3 6 q) \\n oi \\n \\o \\n \\o oo \\n t- \\n \\o \\n boo \\n =\\.) t\\l sa r-r \\n c\\l \\n g0 t X X Xp X X X X o-L I eh(u T c) E!oa-O O U v) (h J F !)uo r< (t) q) tr J rY V) u0 O B 0) lr U c-l \\o Iv') rt X H S t* (J tr} ct) v) U) ra J >t V) FaF I V) v \\o \\o rY'! f T. a >t v) q) U fr U) (t) a) bo L (J X rr'l O CN-rr rt a FI 9 e a Fl C\\ ol \\o (n fa V) \\o \\o f r U) r-(h 5.0 SEISMIC WALKDOWN AND AREA WALK.BYS This section summarizes the activities prior to, during, and after performing the NTTF 2.3 seismic walkdown and area walk-bys. It also presents the results and findings of the walkdown and documents the checklists utilized to record the walkdown data. It is concluded that the approach implemented to conduct the seismic walkdowns and area walk-bys satisfies the characteristics and recommendations outlined in EPRI Report 1025286. Therefore, by following these guidelines, the walkdown approach and format of the results documented herein fulfills the requests established in the NRC 50.54(0 letter, Enclosute 3, Recommendation 2.3 : Seismic. 5.1 W^l,LxnowN PnnpnnnrloN The overall procedure directly implements the EPRI guidelines. However, due to their unique nature, 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 of block 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 document the existing anchorage configurations, and assess this configuration relative to the design basis. It also recommends that the block wall maps be retrieved to document previous evaluations in support of NTTF 2.3. 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 to each of the SWEs electronic tablets used during the walkdown with the intention of verifying, if required, any anchorage configuration or block wall seismic adequacy. 5.2 NTTF 2.3 WnLKDowNS The NTTF 2.3 walkdowns at Davis-Besse were performed over a duration of four days from July 1l to July 14, 2012. The overall task man-hour, including walkdowns and post walkdown preparations, was 620 hours. 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 of their Seismic Walkdowns and Area Walk-Bys before documenting the results on SWCs or AWCs. Any issues that could not readily be resolved or agreed upon by consensus of the SWEs were further evaluated at the end of each day through further assessments (e.g., calculations) or identification of existing plant documents. If any identified condition could not be easily determined to be acceptable, a Condition Report (CR) was issued on the same day to be further evaluated for compliance with the Seismic Licensing Basis and additionally to be evaluated under 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, A-46lIPEEE SEWS and A-46 calculations. Anchorage configuration could not be verified for some SWEL components MCCs due to lack of accessibility inside the cabinet or the presence of recently added fire proofing material obscuring the anchorage for panels inside the Control Room. These situations were addressed by verifying that the A-46 anchorage calculations were consistent with the design drawings. 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 I documentation. 5.3 Posr W.urnowN AcrrvrrrEs The primary activity after the walkdown involved compiling the SWCs and the AWCs. Additional documentation, such as design calculations and/or A-46ILPEEE 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 calculations and modification package reviews for proper disposition. Any potentially adverse seismic condition identified in either the equipment Seismic Walkdowns or the Area Walk-Bys were 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 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 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 assessments were then documented in 148 their respective SWCs or AWCs. For this reason, the checklists were not 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 "snapshot" assessment of plant conditions. The post walkdown activity also developed this walkdown report. 5.4 PornNTrALLy AnvnnsE CoNDITIoN RBponrrNG Process used in determining whether an identified potentially adverse condition required entry in the site's corrective action program or not: The Seismic Walkdown Enginerers (SWEs) documented their findings in the field directly in iPads that were used in completing the walkdown checklists. Once they identified any 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, significance of 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 datalinformation to make a decision. If any immediate action was required, it was taken accordingly. Additionatly, technical expertise and the knowledge of the site structural engineering 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 design engineering personnel to debrief the findings of the day and any potential conditions adverse to quality. Any condition that was clearly a violation of the design or licensing basis was written as a 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 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 149 judgments. The basis for excluding an issue from being a condition report is documented in the walkdown checklist to ensure retrievability. 6.0 6.1SUMMARYOF THB WALKDOWN RESULTS Wnr.xnowN lrnus AND Wnlr-By Ann,qs The SWEL 1 included a total of 109 components, and SWELZ included atotal of 7 components. From this total of 116 components, 108 components were walked down and 8 components were inaccessible and will require walkdown during the next plant's refueling outage. These eight items located inside the Containment Building will be walked down later during the next scheduled plant refueling outage. W.O. # 200529380 has been generated to have these walkdowns performed during 18RFO. Cabinets and panels listed in Table 6-3a will have their walkdowns completed by opening the cabinet doors and inspecting the internals consistent with the FAQ distributed 9-17-l2titled "Opening Cabinets". These components will be completed no later then 18RFO. Table 6-I and Table 6-2 identify the walkdown items and walk-by areas, respectively, and Table 6-3 presents a list of items on the SWEL which were inaccessible while the plant is in operation. These components will be walked down during the next refueling outage scheduled for 2014. The areas walk-bys and the walkdown items are cross correlated on the respective SWCs and AWCs. Table 6-4 provides the total number of walked down components arranged by their EPRI equipment class. Table 6-1: Davis-Besse NTTF 2.3 Walkdown Items (SWEL l+2) Equipment ID No Equip. Class Bldg Floor El Room 2N15. Battery Racks AUXB 603 428Al 2P 15. Battery Racks AUXB 603 428li AFl9 0. Other - check/manual valve AUXB 565 237 AF6O8 8A. Motor-Operated Valves AUXB 585 303 BW10 0. Other - check valve or manual valve AUXB 565 209 BW21 0. Other - check valve or manual valve AUXB 585 304 C1 3. Medium Voltage Switchgear AUXB 585 325 cl1-1 12. Air Compressors AUXB s85 318 CT-2 I 1. Chillers CTMT9 565 217 czr-r 9. Fans AUXB 643 603 c25-3 9. Fans AUXB s85 319 150Table 6-1: Davis-Besse NTTF 2.3 Walkdown ltems (SWEL l+2) Equipment ID No Bquip. Class Bldg Floor El Room c3t-49. Fans AUXB 545 105 c3615 20. Instrument and Control Panels AUXB 585 318 c3645 20. Instrument and Control Panels AUXB 58s 325 c4606 2. Low Voltage Switchgear AUXB 603 428 c5702 20. Instrument and Control Panels AUXB 623 505 c5706 20. Instrument and Control Panels AUXB 623 505 c57 12 20. Instrument and Control Panels AUXB 623 505 c5755 20. Instrument and Control Panels AUXB 623 502 c5792A LBz 20A. Inst. in control paneUcabinet AUXB 623 502 c73-l 9. Fans AUXB 56s 237 c78-2 9. Fans AUXB 603 428Al ccr469 7. Pneumatic-Operated Valves AUXB 545 113 cs 1530 8A. Motor-Operated Valves AUXB 585 303 CV159 20A. Inst. in control panel/cabinet CTMT9 565 217 cv-5005 0. Other - check/manual valve AUXB 643 600 cv5070 7. Pneumatic-Operated Valves ANULS 623 r27 cv5080 0. Other - check/manual valve ANULS 623 r27 D1 3. Medium Voltage Switchgear AUXB 585 323 D1 ED 1. Motor Control Centers AUXB 603 429 DlN 14. Distribution Panels AUXB 603 429Ai D2 ED 1. Motor Control Centers AUXB 603 428 D2N 14. Distribution Panels AUXB 603 4288 DzP 14. Distribution Panels AUXB 603 428 DA-3783 8B. Solenoid Valves AUXB 585 318 DBCIPN 16. Battery Chargers and Inverters AUXB 603 429 DBC2P 16. Battery Chargers and lnverters AUXB 603 428 DBC2PN 16. Battery Chargers and Inverters AUXB 603 428 DHlO1 0. Other - check valve or manual valve AUXB s85 312 DH77 0. Other - check/manual valve CTMT9 565 214 DH9B 8A. Motor-Operated Valves AUXB 545 225 E1 2. Low Voltage Switchgear AUXB 603 429 El18 1. Motor Control Centers AUXB 585 304 EL28, 1. Motor Control Centers AUXB 585 318 EI2C 1. Motor Control Centers INTK 576 51 822-l 21. Tanks and Heat Exchangers AUXB 585 328 822-2 21. Tanks and Heat Exchangers AUXB 585 328Table 6-1: Davis-Besse NTTF 2.3 Walkdown ftems (SWEL l+2) Equipment ID No Equip. Class Bldg Floor El Room 827-l21. Tanks and Heat Exchangers AUXB 545 113 827-2 2I. Tanks and Heat Exchangers AUXB 545 113 E37 -l 10. Air Handlers CTMT9 585 317 EFl2C 1. Motor Control Centers INTK 576 52 F1 2. Low Voltage Switchgear AUXB 603 428 F108-1 0. Other - sub-component AUXB s85 318 Fl1A 1. Motor Control Centers AUXB 603 427 F1-2 0. Other - EDG Intake Filter INTK 585 50 FI2A 1. Motor Control Centers AUXB 603 428 F12D 1. Motor Control Centers INTK 576 52 FD1062 0. Other - Fire Damper AUXB 603 428 FIS 1612 20. Instrument and Control Panels AUXB 585 312 FTHP3C 18. Instrument (on) Racks AUXB s65 208 FV6451 88. Solenoid Valves AUXB s65 238 FV6452 20A.Inst. in control paneUcabinet AUXB 565 237 HIS 5889A 20. Instrument and Control Panels AUXB 623 505 HIS 7528 20. Instrument and Control Panels AUXB 623 505 HP2B 8A. Motor-Operated Valves AUXB 56s 236 HP2C 8A. Motor-Operated Valves AUXB 565 208 HV5314 0. Other AUXB 623 515 rA-636 7. Pneumatic-Operated Valves AUXB 565 208 ICS1lA 7. Pneumatic-Operated Valves AUXB 643 602 K5-l 17. Engine Generators AUXB 585 318 K5-2 17. Eneine Generators AUXB 585 3t9 LStl 20A.Inst. in control paneUcabinet AUXB 623 502 L51 I 20A.Inst. in control paneUcabinet AUXB 623 502 LI-1525A 20. Instrument and Control Panels AUXB 623 502 LSHHSP9B6 18. Instrument (on) Racks AUXB 623 502 LT-1402 18. Instrument (on) Racks AUXB 623 501 LT-2787 18. Instrument (on) Racks AUXB 585 321Al LTSP9A6 18. Instrument (on) Racks CTMT9 565 220 MS101 7. Pneumatic-Operated Valves AUXB 643 601 MS5889A 7. Pneumatic-Operated Valves AUXB 565 237 I[/:U242 0. Other - check/manual valve CTMT9 565 214 Pt4-1 5. Horizontal Pumps AUXB s65 237 Pl4-2 5. Horizontal Pumps AUXB 56s 238 P3-2 6. Vertical Pumps INTK 576 52 P372B. 5. Horizontal Pumps AUXB 56s 225Table 6-L: Davis-Besse NTTF 2.3 Walkdown Items (SWEL L+2) Equipment ID No Equip. Class Bldg Floor El Room P4-l0. Other - Screen Wash Pump INTK s85 50 P42-l 5. Horizontal Pumps AUXB 545 105 P43-2 5. Horizontal Pumps AUXB 585 328 P58-1 5. Horizontal Pumps AUXB 545 105 PS3689D 18. Instrument (on) Racks AUXB 623 501 PSL 1O6C 18. Instrument (on) Racks AUXB 565 237 PSI/928A 18. Instrument (on) Racks AUXB s65 237 RC3701 20. Instrument and Control Panels AUXB 585 314 SFl1 0. Other - check valve or manual valve AUXB 585 304 SF16164 0. Other - check valve or manual valve AUXB 545 122 SF47 0. Other - check valve or manual valve AUXB 585 312 SP17A7 7. Pneumatic-Operated Valves AUXB 643 602 sw1399 8A. Motor-Operated Valves INTK 565 53 sw3963 7. Pneumatic-Operated Valves INTK 565 53 sw-5896 7. Pneumatic-Operated Valves AUXB 643 603 sw82 0. Other - check/manual valve INTK 565 25r T10 ZI.Tanks and Heat Exchangers AUXB 56s PT TT2 21. Tanks and Heat Exchangers AUXB 623 501 T153-I 21. Tanks and Heat Exchangers YARD YARD YARD T46-1 21. Tanks and Heat Exchangers AUXB 585 32lA TE-5329 19. Temperature Sensors AUXB 585 318 TS-5261 18. Instrument (on) Racks AUXB 638 603 XCE1-1 4. Transformers AUXB 603 429 XDFl-2 4. Transformers AUXB 603 428 Y105 20. Instrument and Control Panels AUXB 603 429 Y2 14. Distribution Panels AUXB 603 428 YE2B 4. Transformers AUXB 585 304 YFl 14. Distribution Panels AUXB 585 319 YRF2 16. Battery Chargers and Inverters AUXB 603 428 YV2 16. Battery Chargers and Inverters AUXB 603 428 YV4 16. Battery Chargers and Inverters AUXB 603 428Table 6-2: Davis-Besse NTTF 2.3 Walk-Bv Areas* Room Bldg Floor El 50 INTK 585 51 INTK 576 52 INTK 576 53 INTK 565 105 AUXB 545 rt3 AUXB 545 122 AUXB 545 208 AUXB 565 209 AUXB 565 225 AUXB 565 236 AUXB 565 237 AUXB 565 238 AUXB 56s 25r INTK 565 303 AUXB 585 304 AUXB 585 312 AUXB 585 3r4 AUXB 585 3r8 AUXB 585 319 AUXB 585 323 AUXB 585 325 AUXB 58s 328 AUXB 585 427 AUXB 603 428 AUXB 603 429 AUXB 603 501 AUXB 623 502 AUXB 623 50s AUXB 623 515 AUXB 623 600 AUXB 643 60r AUXB 643 602 AUXB 643 603 AUXB 638 4284 AUXB 603 4294 AUXB 603 Table 6-22 Davis-Besse NTTF 2.3 Walk-By Areas* Room Bldg Floor El 4298 AUXB 603 PT AUXB 565 INTK INTK 576Does not include areas in Containment Building (i.e., Rooms lZJ,214,220, and 317)Tabte 6-3: Davis-Besse NTTF Z.3[naccessible Items on SWEL Equip.ID Description Bldg EI Rm# cv5070 VACUUM BREAKERS ANNU 623 r27 cv5080 VACUUM BREAKERS ANNU 623 r27 ct-2 CACI-2 Chiller Air condition CTMT9 565 217 CV159 CAC 1-1 DROPOUT REGISTER CTMT9 565 217 DH77 STOP-CHECK VALVE DH77 CTMT9 s65 214 F,37 -l cAC COIL r-1 (SW SrDE) CTMT9 585 317 LTSP9A6 LEVEL TRANSMITTER LTSP9A6 CTMT9 56s 220 MU242 STOP-CHECK VALVE MU 242 CTMT9 565 214 Table 6-3a: Davis-Besse NTTF 2.3 Cabinets to be Opened Equipment ID No Equip. Class Bldg Floor El Room Description Closed Cabinet? c364520. Instrument and Control Panels AUXB 58s 325 CONTROL PANEL (AUX FEEDWATER)YES c575520. Instrument and Control Panels AUXB 623 502 Control Room cabinet room YES D1N 14. Distribution Panels AUXB 603 4294 PNL DIN YES D2N 14. Distribution Panels AUXB 603 428Ai PNL DzN YES DzP 14. Distribution Panels AUXB 603 428 PNL DzP YES Y2 14. Distribution Panels AUXB 603 428 PNL Y2 YES RC3701 20. Instrument and Control Panels AUXB 585 3t4 Relay Cabinet in Mechanical Penetration Room 4 YESTable 6-4: Davis-Besse NTTF 2.3 Components Categorized by EPRI Classes EPRI Cat No. Equipment Description Components Walked Down 0 Other 10 I Motor Control Centers and Wall-Mounted Contactors 10 2 Low Voltage Switchgear and Breaker Panels 3 3 Medium Voltage, Metal-Clad Switchgear 2 4 Transformers 3 5 Horizontal Pumps 6 6 Vertical Pumps I 7 Pneumatic-Operated Valves 9 8 Motor-Operated and Solenoid-Operated Valves 8 9 Fans 5 10 Air Handlers l u 11 Chillers 1b t2 Air Compressors 1 L3 Motor Generators 0' I4 Distribution Panels and Automatic Transfer Switches 5 15 Battery Racks 2 T6 Battery Chargers and Inverters 6 t7 Engine Generators 2 l8 Instrument Racks 9 r9 Temperature Sensors 1 20 Instrumentation and Control Panels 15 2l Tanks and Heat Exchangers 18 u E37 -1, Located inside Containment o C!-z,Located inside Containment ' No Category I Motor Generators at the plant 6.2 W^uruowN AND Ann,l Wu,x-By FInDINGS The examination of walkdown items and observations in area walk-bys confirms the general seismic robustness of the design and installation. The Plant is well maintained, and no major issues related to potentially adverse conditions were uncovered. In general, based on the number 156 of 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 credible interaction effects and minor discrepancies between existing and as-designed conditions. Several relatively minor findings are reported here. These are generally of the nature of seismic interactions. Observations in this respect are organized on the basis of potentially adverse seismic conditions identified during both Seismic Walkdowns and Area Walk-Bys. While performing the area walk-by walkdowns some lack of thread engagement in some bolted connections was observed; however based on Davis-Besse procedure DB-MM -09266 these conditions were judged to be acceptable and required no further action. 6.2.1 Seismic Walkdown Findings No potential adverse seismic conditions were identified during the Seismic Walkdowns. A11 findings were resolved and judged not to present credible and/or significant seismic concerns based on sound engineering judgment and precedent design documentation. Field notes and finding resolutions are presented in their respective SWCs included in Appendix B. o Masonry Block Walls Based on calculations presented in response to IE Bulletin 80-II, Masonry block walls identified in the vicinity of walked-down SWEL items have adequate seismic capacity. Appendix E presents the list of block walls associated with the nearby SWEL item as well as the referenced calculations used for verification of the block wall seismic capacity. Other conditions which were noted but subsequently resolved are briefly described below. o Unprotected Fluorescent Light Tubes During the walkdowns hanging light fixtures without proper cover to prevent falling of dislodged fluorescent tubes were noted in virtually all rooms inspected. It was subsequently verified that these fluorescent light fixtures are attached via socket & plunger type connection and not the twist-in type. It was further verified from previous SEWS from SQUG documentation (Reference Calculation No. C-CSS-DI) that these fluorescent type fixtures were tested in order to assess the holding capacity of the fixtures. Thus it is concluded that fluorescent tubes do not represent a credible interaction source. Figure 6-1.: Unprotected Fluorescent Light Tubes o Wooden Scaffoldin Battery Room 4298 (Auxilinry Building) A wooden platform in the Battery Room 4298 was noted during the walkdowns. The overall stability of this platform was judged to present a potential interaction hazard for battery racks 2N and 2P. Based on plant's control process log, FENOC personnel confirmed that this scaffold is a temporary structure complying with the working period limits and will be removed after work completion. That platform was braced, and no further action is required. Figure 6-22 Wooden Scaffold in Battery Room 429B-r59 o Missing Nuts along Cooler Fan Housing One corner of the housing for the Cooler Fan 34-1 was missing all screw edge connection. FENOC personnel were informed of the situation. maintenance that sheet metal screws are used and nuts are not required Figure 6-3: Missing Nuts along Cooler Fan Housing nuts along the vertical It was confirmed with DWrential Displncernent between Aux. Building and Containrnent During inspection of valve CSl530 and its attached piping, it was observed that the attached piping crosses from the Auxiliary Building to the Shield Building and that it may not have adequate flexibility to accommodate the differential displacements between these two buildings in a seismic event. The effect of differential building displacements (or Seismic Anchor Movements) on this piping was verified from Pipe Stress Calculation 1B R/12 and found acceptable. Figur e 6-4: Support Conditions for Component CS1530 6.2.2 Area Walk-By Findings The following section presents potentially adverse seismic conditions and findings identified during the Area Walk-Bys. A total of 23 potentially adverse seismic conditions were identified during the area walk-bys. Table 6-5 provides as summary of all23 adverse finding conditions identified. As shown in Table 6-5, only two condition reports were issued, which would require Licensing Basis Evaluation. Justifications for findings for which a Licensing Evaluation is not required are provided in the Area's respective AWCs provided in Appendix C. r6l Table 6-5: Potentially Adverse Seismic Conditions ldentified from Area Walk-Bys Room Bldg Floor El Description of Adverse Seismic Condition Licensing Basis Evaluation Required Reference for Justification 208 AUXB 565 Interaction hazards: Maintenance equipment w/o adequate restraint and fire extinguisher w/o wall strap. N AWC Room 208 209 AUXB s65 Interaction hazards : Maintenance equipment w/o adequate restraint and fire extinguisher w/o wall strap. N AWC Room 209 225 AUXB 565 RP cart and dollv not restrained. N AWC Room 225 236 AUXB 565 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 236 238 AUXB 565 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 238 314 AUXB 585 RC3703 has a I inch conduit at the top that is missing a nut on the bracket that attaches the conduit to the unistrut. Y AWC Room 314 (cR-2012-r0920) (Initiated on 7lrlltz) 318 AUXB 585 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 318 319 AUXB 585 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 319 323 AUXB 585 Interaction hazards: Fire extinguisher w/o wall strap and supply cabinet left open. N AWC Room 323 325 AUXB 585 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 325 328 AUXB 585 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 328 42t AUXB 603 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 427 428 AUXB 603 Interaction hazards: Maintenance equipment w/o adequate restraint and fire extinsuisher w/o wall strap. N AWC Room 428 502 AUXB 623 Crack observed in Masonry Wall, Unrestrained trash can, light bulb storage container, and I&C cart. Y AWC Room 502 (cR-2012-t0973) (Initiated on 7 /r2lr2) 505 AUXB 623 Small podium not anchored N AWC Room 505 515 AUXB 623 Dolly loosely tied to column adjacent to MCC. N AWC Room 515 601 AUXB 643 Unrestrained storage containers observed in area N AWC Room 601 602 AUXB 643 Unrestrained storage containers observed in area N AWC Room 602 603 AUXB 643 Fire extinguishers not restrained. I&C Cart not restrained. N AWC Room 603 251 INTK 565 Anchor threads shown with substantial length past nut N AWC Room 25t 50 INTK 585 Interaction hazards: Fire extinguisher w/o wall strap. N AV/C Room 50 52 INTK 576 Interaction hazards: Fire extinguisher w/o wall strap. N AWC Room 52 53 INTK 566 Ladder in area is not restrained N AWC Room 53 As illustrated in Table 6-5, most of the outlined conditions correspond to potential interaction hazards, which were noted but subsequently resolved. These are briefly described below. I-ateral Restraint of Fire Extinguishers Fire extinguishers were identified in various locations around the plant lacking the proper fixity to restrain against vertical movement during a seismic event. Common practice suggests the use of metal straps around the extinguisher bolted to the wall as well as to provide an adequate overall encasing. However, based on previous calculations, the vertical peak spectral accelerations are generally less than l.0g and it is judged that fire extinguishers will remain supported and therefore do not represent a credible seismic condition. Figure 6-5: Typical Wall Mounting for Fire Extinguishers o Unrestrained HousekeepinglSnrage Boxes Various maintenance-related equipment such as ladders, storage boxes and dollies, were found to be loosely tied or without any restraint to prevent contact with surrounding items. For every case where any of these situations were encountered, the SWEs notified the associated owner about the finding, in addition to ensuring its temporary condition in the area. These conditions were judged to not pose a significant seismic interaction on both the operability and integrity of any surrounding component. No condition report (CR) was written based on judgments made above. Maintenance EquiPment Figure 6-6: Unrestrained 6.3 ConrrcuRATroN Cnncrs The SWELL I+2 included 77 items, which were not in-line components such as valves. The process of verifying the anchorage configuration focused on 45 SWEL components arbitrarily selected prior to walkdown proceedings (this is about 62Vo of the SWEL items with anchorage configurations). Appendix D provides a list of the 45 components comprising the anchorage configuration list linked with the specific references used for verification purposes; i.e., A-46lIPEEE SEWS, design drawings, etc. The anchorage configuration for each of the 45 SWEL components listed in Appendix D was verified based on A-46lIPEEE SEWS, A-46 calculation and/or Plant Design documentation. SWEs referred to design 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 A-46IIPEEE SEWS or A-46 calculations to ensure that the configuration was assessed during the IPEEE program and no design concerns were identified. These configuration checks verified consistency of as-installed conditions to that of the design drawings/calculations in all 45 instances. 7.0 LICENSING BASIS EVALUATION LrcnusrNc Bmrs Ev.q.I uATroN PnnsonNEL 7.! The licensing basis evaluations for the condition reports generated during the Seismic 2.3 walkdowns were exclusively performed by the structural personnel from Davis-Besse Design Engineering organization as they were the most knowledgeable on the plant's design and licensing basis requirements. 7.2 Sutttlt,rRy oF LrcnNsING BasIs Ev.lruATIoN PnnroRMED Two condition reports (CR) were generated as (Initiated on 7lI1,lL2) identifies what appeared conduit to its unistrut support. Upon further electrician, the conduit strap was an approved a result of this walkdown. to be a missing nut on the inspection with assistance cR-2012-rc920 strap that holds a from a qualified relies on thread strap that is "nutless" and engagement through the strap itself. The "as-found" strap is a Unistrut modelPllIZ. Direction for the types of straps used is specified in Drawing E-302A, and it does allow this model number of strap or equivalent. The Unistrut strap was replaced, however, with a type that accepts a nut and, the subject strap was replaced on 8l3ll2. The second condition report CR-2012-I0973 (Initiated on 7/12112) identified a crack in a concrete masonry unit wall in the cabinet room adjacent to the control room. The crack was evaluated to be a cosmetic, non-structural crack through a mortar joint and did not invalidate the calculation for the wall. These cracks were previously identified during maintenance rule walkdown of Room 503 and dispositioned as not a structural concern. Several other questionable items were noted during the walkdown. These items were researched and validated to be within their design basis. They are noted in Table 6-5, and their resolution is provided in the walkdown checklists. 8.0 IPEEE VULNERABILITIES A summary of the IPEEE Vulnerabilities is provided in Table 4-3 and Appendix G. Appendix G provides dates and modification numbers that document the closure of the vulnerabilities. Toledo Edison Serial Number 2316 (August 29, 1995) is the submittal for resolution of Generic Letter 8l -02, "Verification of Seismic Adequacy of Mechanical and Electrical Equipment in Operating Reactors, [Jnresolved Safety Issue A-46." A sampling of these vulnerabilities were verified to have been corrected during both the component and area walkdowns and are included as a sampling criteria in Table 4-l and 4-2. 9.0 PEER REVIEW 9.1 Ror,r oF PEER REvIEwER The peer reviewers consisted of Mohammed Alvi (Lead) and John Reddington. Both these engineers have a structural background with more than 25 years of experience in the nuclear industry. Both have a degree in structural engineering, are SQUG qualified and have completed the EPRI Seismi c 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 first started with the review of SWEL I and 2 to ensure that the guidance of the EPRI document was followed, a.8., Screens 1,2,3 and 4, etc. This was confirmed by reviewing the Excel spreadsheet prepared for the development of SWEL 1 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 in accordance 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 walkdown engineers conducted their work, interviewed them about their knowledge of walkdown guidance, and noted any issues that were not identified by the walkdown team. Once the walkdowns were completed on any given day, the peer reviewers participated in the daily end of the day debrief meetings. At these meetings, the peer reviewers observed the discussions among the walkdown team members where decisions were made for any issue that required the initiation of a condition report or for the basis to not initiate a condition report. Basically the peer reviewers reviewed the decisions for entering or not entering the potentially adverse conditions in the corrective action process. After the walkdown checklists were signed off by the two walkdown engineers, the peer reviewers review ed 1007o 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 SuvrvrlRy oF Pnnn Rnvmw Pnocnss A peer review of the Submittal Report for the Near Term Task Force NTTF Recommendation 2.3 "Seismic Walkdowns" was performed using the guidance provided in Section 6 of EPRI Document 1025286, "seismic Walkdown Guidance." Following are the peer reviewers for Davis-Besse Nuclear Power Plant: Mohammed Alvi (Team Leader) John Reddington The peer review process included the following activities: o Review the selection of the SSCs included on the SWEL o Review a sample of the checklists prepared for the seismic walkdowns and area walk-bys o Review the Licensing Basis Evaluations o Review the decisions for entering the potentially adverse conditions into the Corrective Action Program (CAP). Review the submittal repon o Summarize the results of the peer review process in the submittal report A. Review the Selection of the SSCs Included on the SWEL: The peer review concluded that the selection of Seismic 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 Davis-Besse Nuclear Power Station acted as Operations representative during the selection of the SWEL. Appropriate figures 1-I,I-2 and 1-3 of the EPRI Document1025286 were used and the final SWEL 1 and SWEL 2 werc developed. The peer review confirmed that the following EPRI screens were used in the selection of SWEL 1: Screen 1: Seismic Category I Screen 2: Equipment or System Screen 3: Support for the five safety functions Screen 4: Sample Considerations o o The station did use the existing documentation that resulted from IPEEE and USI A-46 programs in identifying the components. A matrix/spreadsheet was prepared that identifies all the selected components on SWEL 1 and SWEL 2. It was confirmed that these two lists did include a variety of type of systems, major new and replacement equipment, a variety of equipment types, a variety of environments in which the components are located, and the equipment enhanced due to vulnerabilities identified during the IPEEE program. It was confirmed that the size of the sample was sufficiently large to include a variety of items that collectively included variations within all the attributes stated in the paragraph above. SWEL I for the Davis-Besse Nuclear Power Station included 109 components. The peer review also confirmed that the station used the following EPRI screens in the development of SWEL 2: Screen 1: Seismic Category I Screen 2: Equipment or System Screen 3: Sample Considerations Screen 4: Rapid Drain-Down Similar process was used in the development of SWEL 2 as for SWEL 1. SWEL 2 for the Davis Besse Nuclear Power Plant included 7 components. == Conclusion:== for SWEL I No major concerns were identified by the peer review team in the selection process or SWEL 2. Peer Review Checklist for SWEL Instructions for Completing Checklist This peer review checklist may be used to document the review of the Seismic Walkdown Equipment List (SWEL) in accordance with Section 6: Peer Review. The space below each question in this checklist should be used to describe any findings identified during the peer review process and how the SWEL may have changed to address those findings. Additional space is provided at the end of this checklist for documenting other comments.1. Were the five safety functions adequately represented in the SWEL I selection?v Eun See Attached Comments2. Does SWEL 1 include an appropriate representation of items having the 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 following sample selection attributes: v EN! v XNN Y xNn Y ENne. Equipment enhanced based on the findings of the IPEEE (or equivalent) program?V KNn See Attached Commentsf. Were risk insights considered in the development of SWEL 1?V ENN See Attached Comments t70 Peer Review Checklist for SWEL3. For SWEL 2: a. Were spent fuel pool related items considered, and if applicable included in SWEL 2?See Attached Commentsb. Was an appropriate justification documented for spent fuel pool related items not included in SWEL 2?See Attached Comments Y xNn v Xun4. Provide any other comments related to the peer review of the SWELs.See Attached Comments5. Have all peer review comments been adequately addressed in the final SWEL?Y xNn 1.-,LJ#- Pesr ltsvislrer #1: 4*e6-fu17 T7L Peer Review Checklist for SWEL Comments on Ouestion 1: A peer review of the SWEL selected for Davis-Besse Nuclear Power Station was performed to confirm that the selected components met the criteria set forth in Section 3 of EPRI Guidance Document 1025286. Specifically, Screen 3 calls out for assuring that the selected components represent are well associated with the five safety functions that are as follows: A. Reactor Reactivity Control B. Reactor Coolant Pressure Control C. Reactor Coolant Inventory Control D. Decay Heat Removal E. Containment Function The selected components represent the five safety functions stated above. A spreadsheet (Table 4-l) was prepared that documents this information. Comments on Ouestion 2a: The selected components represent various types of systems in the plant as indicated below: A. 480V B. 4160V C. AC Power D. DC Power E. Auxiliary Feedwater (AFW) F. Borated Water Storage Tank (BWST) G. Containment Air Cooling (CAC) H. Component Cooling Water (CCW) I. Containment Isolation (CI) J. Core Spray (CS) K. Service Water System (SW) L. Decay Heat Removal (DH) M. Emergency Diesel Generators (EDGs) N. High Pressure Injection (HPI) O. Heating, Ventilation and Air Conditioning (HVAC) P. Instrument Air (IA)a. Main Steam (MSTM)R. Make Up (MU) 172 S. Reactor Coolant System (RCS) T. Reactor Protection System (RCS) U. Safety Features Actuation System (SFAS) V. Steam Feedwater Rupture Control System (SFRCS) W. Vacuum Breakers Comments on Ouestion 2b: The peer reviewers concluded that the selected components represent inclusion of major new and replacement equipment. Containment Air Coolers were new and installed via ECP No. 03-0533-00. Reactor Trip Breakers were replaced with Mod No. 00-0031 w/Framotome Reactor Trip Model. Comments on Question 2c: The peer reviewers concluded that the selected components represent various type of equipment installed in the plant. The various equipment types are indicated as follows: A. Motor Control Centers B. Air Handlers C. Distribution Panels D. Battery Racks E. Battery Chargers and Inverters F. Engine Generators G. Instrument on Racks H. Low Voltage Switchgear I. Instrument and Control Panels J. Instrument in Control Panel Cabinets K. Tanks and Heat Exchangers L. Medium Voltage Switchgear M. Transformers N. Horizontal Pumps O. Pneumatic Operated Valves P. Motor Operated Valvesa. Solenoid Valves R. Fans S. Temperature Sensors T. Vertical Pumps U. Air Compressors V. ChillersComments 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. High Radiation B. Dry C. Damp D. Cool E. Dry/IVet F. Warm G. Hot Comments on Ouestion 2e: Based on the review, the selected components represent equipment enhanced based on findings of the IPEEE. Approximately 20 percent of the SWEL indicates this selection. Comments on Ouestion 2f: The risk insights were considered in the development of SWEL 1. Specifically, Risk Achievement Worth (RAW) and Fussel-Vessley (FV) were considered. Comments on Question 3a: Spent Fuel Pool related items were considered and are adequately represented in SWEL 2. Comments on Ouestion 3b: Spent Fuel Pool components were considered and approximately 10 percent were included as part of the sample. r74 Comments on Ouestion 4: The peer review concluded that the selection of Seismic Walkdown Equipment List (SWEL) was performed in accordance with guidance provided in Section 3 of EPRI Document 1025286, "seismic Walkdown Guidance." Also, an ex SRO from the Davis-Besse Nuclear Power Station acted as Operations representative during the selection of the SWEL. B. Review of a sample of the checklists prepared for the Seismic Walkdowns and Area Walk-Bvs EPRI Document t025286 on Seismic Walkdown Guidance required a review of the sample of the checklists prepared for the seismic walkdowns and area walk-bys by the peer reviewers. The sample review should be between 10 percent and25 percent. However, the lead peer reviewer reviewed 100 percent of the checklists to ensure that all the work has been performed in compliance with the requirements. 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 E. In some cases, weakness in documenting 50 percent anchor check documentation. 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 lead peer reviewer also participated in the walkdowns and observed the work performed by the SWEs during the inspections. It was noted that the walkdown/inspection was intrusive, walkdown team members discussed, issues amongst themselves, and used engineering judgment in making decisions about whether there is any concern that should be noted. In some cases, the lead peer reviewer requested additional photographs. The lead peer reviewer interviewed the SWEs to verify they followed the guidance in Section 4 of the EPRI Document "seismic Walkdowns and Area Walk-Bys." The interview concluded that they did follow the said guidance and were knowledgeable about the walkdown requirements. Questions asked were successfully answered during the interview as well as during the walkdowns. Four SWEs participated in the walkdowns. See their resumes for experience and background training. The lead peer reviewer also observed the configuration check in some cases and assured that the installed configuration did match the plant drawings/documentation. He also reviewed several masonry wall calculations to make sure that they were seismically designed according to the design basis requirements. == Conclusion:== The seismic walkdown and area walk-by checklists were completed in accordance with the guidance of EPRI Document 1025286 and no major issues were identified. All comments were successfully resolved. Adequate documentation has been provided in the checklists for the components that were walked down. t76 C. Review of the Licensing Basis Evaluations The walkdowns identified several minor anomalies, however two of them resulted in generating condition reports as follows: CR-2012-10920 (Initiated on7/ll/12): RC3703 has a 1 inch conduit coming in the top that is missing a nut on the bracket that attaches the conduit to the unistrut. CR-2012-10913 (Initiated on7lI2l12): Crack in the concrete masonry wall near the control room. The station performed the licensing basis evaluations for the above two CRs which are documented in Section 7 of this report. == Conclusion:== The licensing basis evaluations as documented in Section 7 of this report were reviewed. In summary, they have been adequately evaluated against the design basis requirements, the corrective actions taken are adequate, and no further action is required. D. Review of the decisions for enterins the potentiallv adverse conditions into the CAP Process Section 6 of this report discusses the summary of walkdown results. Specifically, Section 6.2.1 discusses seismic walkdown findings associated with SWEL 1, and Section 6.2.2 discusses seismic walkdown findings associated with area walk-bys. The results were documented in Table 6-5 in accordance with EPRI Document 1025286 and titled as 'oPotentially Adverse Seismic Conditions ldentified from Area Walk-Bys." No potential adverse seismic conditions were identified in association with SWEL 1 list of components. All findings with SWEL 1 were judged to be acceptable. Adequate justification is documented in the checklists that provide the basis as why these issues have 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 6-5 identified 23 potentially adverse seismic conditions. Two of these conditions were entered in the corrective action program (CAP). Again, adequate justification is documented in A. B. the checklists that provide the basis as why these 21 issues have insignificant impact on the 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. Section 9.C above discusses the nature of anomalies documented in two condition reports. == 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 Report == Conclusion:== A team of reviewers performed a review of this submittal report. Comments were successfully resolved. Refer to the signature page for a listing of reviewers. F. Summarv of results of peer review process == Conclusion:== The selected samples (SWEL 1 and SWEL 2) adequately represent and meet the criteria set forth in the selection process outlined in EPRI Document L025286. An Operations person also participated in the sample selection process and the walkdowns. The lead peer reviewer participated in the walkdowns, observed the conduct of walkdown team memberso and discussed issues while remaining independent. The Seismic Walkdown Checklists (SWCs) and Area Walk-by Checklists (AWCs) were adequately prepared and the basis for justifications appropriatly documented. The decisions taken to enter the findings or not to enter the findings into the CAP were appropriate. Also, the resolution of the issues (License Basis Evaluations) identified in the condition reports was adequate. t78 1O.O REFERENCBS1. NRC letter 50.54(0, March 17,2012. 2. Nuclear Regulatory Commission letter, o'Request for Information pursuant to Title 10 of the Code of Federal Regulations 50.54(0 regarding Recommendations 2.L,2.3, and 9.3, of the Near Term Task Force Review of Insights from the Fukushima Dai-Ichi Accident." dated March 12.2012. 3. Nuclear Regulatory Commission letter, "Endorsement of Electric Power Research Institute (EPRI) Draft Report 1025286, "seismic Walkdown Guidance", dated May 31, 2012.EPRI 1025286, o'seismic Walkdown Guidance for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic." Final" June 2012. Davis-Besse Nuclear Power Station, "(Jnresolved Safety Issue (USD A-46, Seismic Evaluation Report," Toledo Edison, August 1995. "Individual Plants Examination of External Events for the Davis-Besse Nuclear Power Station, Submitted in Response to U.S. Nuclear Regulatory Commission Generic Letter 88-20 Supplement 4," The Toledo Edison Company, December 1996. A Methodology for Assessment of Nuclear Power Plant Seismic Margin, EPRI NP-6041-SL, Revision 1, August 1991. System \\}z41Description for "spent Fuel Pool Cooling and Cleanup System," Revision 4, Sections 1, 2, and 3, September 2005. 4. 5. 6. 7. 8.}}

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